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Third international conference on Sustainable Construction Materials and Technologies SCMT3 : proceedings

日本コンクリート工学会

詳細情報

タイトル Third international conference on Sustainable Construction Materials and Technologies SCMT3 : proceedings
著者標目 日本コンクリート工学会
出版地(国名コード) JP
出版地[東京]
出版社[Japan Concrete Institute]
出版年月日等 [2013]
大きさ、容量等 CD-ROM 1枚 ; 12cm
注記 会期・会場: August 18-21, 2013 Kyoto Research Park
注記 資料種別 : [電子資料]
注記 電子的内容 : テキスト・データ
注記 HTML形式, PDF形式
注記 システム要件 : Windows
注記 システム要件 : OS: Windows XP/Vista/7
注記 システム要件 : CD-ROMドライブ: 4倍速以上
注記 システム要件 : モニタ: 1024×768ピクセル, 256色以上
注記 システム要件 : ブラウザ: Internet Explorer 8.0以降
注記 システム要件 : Macintosh
注記 システム要件 : OS: Mac OS Ⅹ
注記 システム要件 : CD-ROMドライブ: 4倍速以上
注記 システム要件 : モニタ: 1024×768ピクセル, 256色以上
注記 システム要件 : ブラウザ: Safari 5以降
JP番号 22308352
出版年(W3CDTF) 2013
NDLC YH245
対象利用者 一般
資料の種別 電子資料
資料の種別 DVD・CD
資料の種別 文書データ
言語(ISO639-2形式) eng : English

目次
 

  • Third international conference on Sustainable Construction Materials and Technologies SCMT3 : proceedings. 
  • SCMT3Third International Conference on Sustainable Construction Materials and Technologies-SCMT3
  • 19th Aug (Monday)
  • 1 M2-1 H-1 Evaluation and prediction on performance degradation of marine concrete structures Hiroshi Yokota, Faculty of Engineering, Hokkaido University, Japan,Hidenori Hamada, Faculty of Engineering, Kyushu University, Japan,Mitsuyasu lwanami, Faculty of Engineering, Tokyo Institute of Technology, Japan
  • 2 M2-1 H-2 Consideration about chloride ion diffusion coefficient estimated by electric resistivity of concrete exposed in tidal zone Hiroshi Minagawa, Tohoku University, Japan,Makoto Hisada, Tohoku University, Japan
  • 3 M2-1 H-3 Investigation of corrosion rate in reinforced concrete structure Shinichi Miyazato, Kanazawa Institute of Technology, Japan
  • 4 M2-1 H-4 Deterioration of prestressed concrete beams due to combined effects of carbonation and chloride attack Rita Irmawaty, Kyushu University, Japan and Hasanuddin University, Indonesia,Daisuke Yamamoto, Kyushu University,Japan,Hidenori Hamada, Kyushu University,Japan,Yasutaka Sagawa, Kyushu University,Japan
  • 5 M2-1 H-5 Study on concrete deterioration and deterioration indicators in marine environments Toru Yamaji, Port and Airport Research Institute, Japan,Yoshikazu Akira, Toyo Construction (Former Port and Airport Research Institute), Japan,Hidenori Hamada, Kyushu University, Japan,Kazuo Yamada, National Institutes for Environmental Studies, Japan
  • 6 M2-2 G-1 Viscoelastic-non-Newtonian transitory response of cement paste and superplasticizer combinations M. R. Nivitha, Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India,Murali Krishnan Jagadeswaran, Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India,C. Jayasree, Department of Building and Energy Technologies, Environment and Urban Development Division, Kuwait Institute for Scientific Research, Safat, Kuwait
  • 7 M2-2 G-2 Evaluation of superplasticizer performance in concrete Manu Santhanam, Department of Civil Engineering, IIT Madras, Chennai, India
  • 8 M2-2 G-3 Compatibility of sulphonated naphthalene formaldehyde and lignosulphonates based superplasticizer with Portland slag cements Janardhana Maganti, JNTUH College of Engineering, Hyderabad, India,V. Siva Prasada Raju, Gokaraju Ranga Raju Institute of Engineering and Technology, Hyderabad, India
  • 9 M2-2 G-4 Prediction of temperature and aging effects on the properties of concrete Jin-Keun Kim, KAIST, Republic of Korea,Inyeop Chu, KAIST, Republic of Korea
  • 10 M2-3 Keynote 13 Development of crack self-healing concrete by cost beneficial semi-capsulation techinique Toshiharu Kishi, Institute of Industrial Science, The University of Tokyo, Japan
  • 11 M2-3 1 A comparative study of self-consolidating concretes incorporating high-volume natural pozzolan or high-volume fly ash Kemal Celik, Department of Civil and Environmental Engineering, University of California, Berkeley, CA, USA,Cagla Meral, Department of Civil and Environmental Engineering, University of California, Berkeley, CA, USA, Department of Civil Engineering, Middle East Technical University, Ankara, Turkey,Mauricio Mancio, Department of Civil and Environmental Engineering, University of California, Berkeley, CA, USA, Unisinos University, Graduate Program in Civil Engineering (PPGEC), Avenue Unisinos, Sao Leopoldo, RS-Brazil,P.K. Mehta, Department of Civil and Environmental Engineering, University of California, Berkeley, CA, USA,P.J.M. Monteiro, Department of Civil and Environmental Engineering, University of California, Berkeley, CA, USA
  • 12 M2-3 2 Experimental study on self-healing capability of cracked ultra-high-performance hybrid-fiber-reinforced cementitious composites Sukmin Kwon, Architecture and Building Science, School of Engineering, Tohoku University, Japan,Tomoya Nishiwaki, Architecture and Building Science, School of Engineering, Tohoku University, Japan,Takatsune Kikuta, Architecture and Building Science, School of Engineering, Tohoku University, Japan,Hirozo Mihashi, Architecture and Building Science, School of Engineering, Tohoku University, Japan
  • 13 M2-3 3 Evaluation of self-healing capability of FRCC using PVA as reinforcing fiber and admixture Tomoya Nishiwaki, Architecture and Building Science, School of Engineering, Tohoku University, Japan,Makoto Yamada, Architecture and Building Science, School of Engineering, Tohoku University, Japan,Takatsune Kikuta, Architecture and Building Science, School of Engineering, Tohoku University, Japan,Hirozo Mihashi, Architecture and Building Science, School of Engineering, Tohoku University, Japan
  • 14 M2-4 1 An analytical Linear model for hemp-reinforced concrete Elie Awwad, Sustainable Materials and Structures, Civil and Environmental Engineering, American University of Beirut,Mounir Mabsout, Civil and Environmental Engineering, American University of Beirut, Riad EI-Solh, Beirut, Lebanon,Bilal Hamad, Civil and Environmental Engineering, American University of Beirut, Riad EI-Solh, Beirut, Lebanon,Ghassan Chehab, Civil and Environmental Engineering, American University of Beirut, Riad EI-Solh, Beirut, Lebanon
  • 15 M2-4 2 Properties of hydrated hardened solids made of iron and steel slag exposed in sea area for 5 years Yotaro Inoue JFE Steel Corporation, Steel Research Laboratory, Slag and Refractories Research Dept., Chiba, Japan,Katsunori Takahashi JFE Steel Corporation, Steel Research Laboratory, Slag and Refractories Research Dept., Chiba, Japan,Hisahiro Matsunaga JFE Steel Corporation, Steel Research Laboratory, Slag and Refractories Research Dept., Chiba, Japan,Keiji Watanabe JFE Steel Corporation, Steel Research Laboratory, Slag and Refractories Research Dept., Chiba, Japan,Michihiro Kuwayama, JFE Steel Corporation, Steel Research Laboratory, Slag and Refractories Research Dept., Chiba, Japan
  • 16 M2-4 3 Development of steel slag hydrated matrix with anti-washout performance Takumi Sawada, Penta-Ocean Construction Institute of Technology, Japan,Tetsuya Ogasawara, Penta-Ocean Construction Institute of Technology, Japan,Yoshihiro Takano, Nippon Steel & Sumitomo Metal Corporation, Plant Engineering and Facility Management Center, Japan,Hiroki Kanno, Nippon Steel & Sumitomo Metal Corporation, Nagoya Works, Japan,Yohsuke Yamagoshi, Nippon Steel & Sumitomo Metal Corporation, Plant Engineering and Facility Management Center, Japan,Tadashi Imamura, Penta-Ocean Construction, Nagoya Branch, Construction Work Office, Japan
  • 17 M2-4 4 Constraints in using manufactured sands in concrete pavements in Australia Ion Dumitru, Boral Construction Materials, Winston Hills, NSW, Australia,Tony Song, Boral Construction Materials, Winston Hills, NSW, Australia,Bob Bornstein, Boral Construction Materials, Winston Hills, NSW, Australia,Vute Sirivivatnanon, University of Western Sydney, School of Computing, Engineering & Mathematics, NSW, Australia
  • 18 M2-4 5 The use of asphalt rubber mixtures to improve pavement overlays Liseane Padilha Thives, Federal University of Santa Catarina State, Brazil,Glicério Trichês, Federal University of Santa Catarina State, Brazil,Jorge Pais, University of Minho, Portugal,Paulo Pereira, University of Minho, Portugal
  • 19 M2-5 Keynote 19 Service life prediction: theorecrete, labcrete and realcrete approaches Roberto J. Torrent, Materials Advanced Services Ltd., Argentina
  • 20 M2-5 1 Simplification of magnetic flux density method from one surface to corner rupture of continuously arranged steel bars in concrete Tatsuhiko Suzuki, Department of Urban Management, Kyoto University, Kyoto, Japan,Koki Terasawa, Department of Urban Management, Kyoto University, Kyoto, Japan,Makoto Hirose, Shikoku Research Institute Inc. Kagawa, Japan,Atsushi Hattori, Department of Urban Management, Kyoto University, Kyoto, Japan,Toshiyuki Ishikawa, Department of Urban Management, Kyoto University, Kyoto, Japan,Hirotaka Kawano, Department of Urban Management, Kyoto University, Kyoto, Japan
  • 21 M2-5 2 Test method applied on one surface to corner defect of reinforcing bar in concrete pier with permanent magnet Koki Terasawa, Kyoto University, Kyoto, Japan,Makoto Hirose, Shikoku Research Institute Inc., Kagawa, Japan,Atsushi Hattori, Kyoto University, Kyoto, Japan,Hirotaka Kawano, Kyoto University, Kyoto, Japan,Toyoaki Miyagawa, Kyoto University, Kyoto, Japan
  • 22 M2-5 3 Research on stress state evaluation for highway PC bridge Taku Yoshikawa, Japan Prestressed Concrete Contractors Association, Japan,Takashi Tamakoshi, National Institute for Land and Infrastructure Management, Ministry of Land, Infrastructure, Transport and Tourism, Japan,Tadahiko Tsutsumi, Japan Prestressed Concrete Contractors Association, Japan
  • 23 M2-6 1 Corrosion monitoring of steel bars in port concrete structures Mitsuyasu Iwanami, Tokyo Institute of Technology, Japan,Ema Kato, Port and Airport Research Institute, Japan,Yuichiro Kawabata, Port and Airport Research Institute, Japan,Takahiro Nishida, Tokyo Institute of Technology, Japan
  • 24 M2-6 2 Resistance of cracked concrete to chloride attack Mathias Maes, Magnel Laboratory for Concrete Research, Department of Structural Engineering, Ghent University, Ghent, Belgium,Nele De Belie, Magnel Laboratory for Concrete Research, Department of Structural Engineering, Ghent University, Ghent, Belgium
  • 25 M2-6 3 Effects of moisture condition and internal water movement on penetration property of chloride ion in concrete Kentaro Koike, Kagoshima University, Japan,Toshinobu Yamaguchi, Kagoshima University, Japan,Koji Takewaka, Kagoshima University, Japan
  • 26 M2-6 4 Non-steady-state chloride migration test on mortar with supplementary cementitious materials Eisuke Nakamura, Public Works Research Institute, Japan,Satoshi Suzuki, Japan Prestressed Concrete Contractors Association, Japan,Hiroshi Watanabe, Public Works Research Institute, Japan
  • 27 M2-6 5 Development and application of rapid measuring method for chloride ion content in hardened concrete Toshiyoshi Goto, Chuken Consultant Co., Ltd., Tokyo, Japan,Shoji Nojima, Nippon Expressway Research Institute Co., Ltd., Tokyo, Japan,Hidehiko Kondo, Chuken Consultant Co., Ltd., Tokyo, Japan,Mitsuo Ochiai, Chuken Consultant Co., Ltd., Tokyo, Japan,Yasushi Matsumura, Chuken Consultant Co., Ltd., Tokyo, Japan,Toshinao Yamaguchi, Chuken Consultant Co., Ltd., Tokyo, Japan
  • 28 M2-7 Keynote 2 Introduction of a JCI guideline: practical guideline for investigation, repair and strengthening of cracked concrete structures Nobuaki Otsuki, Tokyo Institute of Technology, Japan
  • 29 M2-7 1 Corrosion of cement paste coated steel bars in marine environment Mohammed Tarek Uddin, Department of Civil Engineering, University of Asia Pacific, Bangladesh,Hidenori Hamada, Department of Civil Engineering, Kyushu University, Japan,Mohammed Abdullah Al Mamun, Department of Civil Engineering, Hokkaido University, Japan,Ariful Hasnat, Department of Civil Engineering, University of Asia Pacific, Bangladesh
  • 30 M2-7 2 Carbonation coefficient of concrete in Dhaka city Mohammed Tarek Uddin, Department of Civil Engineering, University of Asia Pacific, Bangladesh,Md. Nazrul Islam, Department of Civil Engineering, Dhaka University of Engineering and Technology, Bangladesh,Sudhir Kumar Sutradhar, Bangabandhu Seikh Mujib Medical University, Bangladesh,'Mohammad Habibur Rahman Chowdhury, Bashundhara Group, Bangladesh,Ariful Hasnat, Department of Civil Engineering, University of Asia Pacific, Bangladesh,Jamal M. Khatib, School of Science and Engineering, University of Wolverhampton, UK
  • 31 M2-7 3 Chloride induced corrosion in cracked reinforced strain hardening cement-based composite (R/SHCC). S.C. Paul, Department of Civil Engineering Stellenbosch University, South AfricaA.I. Theunissen, Department of Civil Engineering Stellenbosch University, South Africa,G.P.A.G. Van Zijl, Department of Civil Engineering Stellenbosch University, South Africa
  • 32 M2-8 Keynote 8 Recent advances in carbon fiber reinforced plastics Masaki Hojo, Department of Mechanical Engineering and Science, Kyoto University, Japan,Yasuo Hirose, Department of Aeronautics, Kanazawa Institute of Technology, Japan,Takayuki Kusaka, Depatment of Mechanical Engineering, Ritsumeikan University, Japan,Masaaki Nishikawa, Department of Mechanical Engineering and Science, Kyoto University, Japan
  • 33 M2-8 1 Flexural behaviour of composite girders using FRP and precast ultra-high-strength fiber-reinforced concrete slabs S.V.T. Janaka Perera, Saitama University, Japan,Hiroshi Mutsuyoshi, Saitama University, Japan,Nguyen Duc Hail, Marshall University, USA
  • 34 M2-8 2 Effect of using magnetized water on concrete properties Hassan Karam, Kuwait Institute for Scintific research, Kuwait,Osama Al-Shamali, Kuwait Institute for Scintific research, Kuwait
  • 35 M2-8 3 Flexural strength of two-stage concrete Hakim S. Abdelgader Civil Engineering Department, Tripoli University, Tripoli, Libya,Abdullah F. Saud Civil Engineering Department, Tripoli University, Tripoli, Libya,Ali S. El-Baden, Civil Engineering Department, Tripoli University, Tripoli, Libya
  • 36 M2-9 Keynote 21 The case for increased wood utilization in urban design toward revitalization of Japan's forest and forestry Yasutoshi Sasaki, Graduate School of Bioagricultural Sciences, Nagoya University, Japan
  • 37 M2-9 1 Multi-criteria decision modeling for the selection of timber in building structures Franck Taillandier, University of Bordeaux, France,Irene Abi-Zeid, University Laval, CERMID, Quebec, Canada
  • 38 M2-9 2 A green new deal building system with prestressed glue-laminated timber slabs Susumu Kono, Tokyo Institute of Technology, Japan, Masanobu Sakshita, Kyoto University, Japan, Masatoshi Fujioka, Kyoto University, Japan, Kazusa Maeda, Kyoto University, Japan,Hitoshi Tanaka, Kyoto University, Japan,Toshihiro Kusunoki, Takenaka Corporation, Japan,Hideki Kimura, Takenaka Corporation, Japan,Fumio Watanabe, Takenaka Corporation, Japan
  • 39 M2-9 3 Prospects for a method to infer non-destructively the strength of bamboo: a research proposal David Trujillo, Coventry University, UK
  • 40 M3-1 H-6 Influence of temparature on electrochemical remedial measure and complex deterioration due to chloride attack and ASR Takao Ueda, Department of Civil and Environmental Engineering, The University of Tokushima, Japan,Jyunji Kushida, Department of Civil and Environmental Engineering, The University of Tokushima, Japan,Masayuki Tsukagoshi, Department of Civil and Environmental Engineering, The University of Tokushima, Japan,Akira Nanasawa, Denki Kagaku Kogyo Kabushiki Kaisha, Niigata, Japan
  • 41 M3-1 H-7 Effect of season of alminum panel anodes on the cathodic protection of a concrete railway bridge Hitomi Fuda, Nakabohtec Corrosion Protecting Co., Ltd., Japan,Yoshio Shinoda, Nakabohtec Corrosion Protecting Co., Ltd., Japan,Syunsuke Otani, Nakabohtec Corrosion Protecting Co., Ltd., Japan,Yoshifumi Kato, Nakabohtec Corrosion Protecting Co., Ltd., Japan,Yoshinori Matsuda, East Japan Railway Company, Japan
  • 42 M3-1 H-8 New installation technique of linear anode for cathodic protection - test and project - Toshiyuki Aoyama, P.S.Mitsubishi Construction Co., Ltd., Japan,Tatsuya Kawayoke, P.S.Mitsubishi Construction Co., Ltd., Japan,Masahiro Asada, ARS Consultants Co., Ltd., Japan,Toshihide Dan, Ishikawa Prefecture, Japan,Hideki Nakamura, Ishikawa Prefecture, Japan,Kazuyuki Torii, Kanazawa University, Japan
  • 43 M3-1 H-9 Discussion on cathodic protection effect for steels in salt damaged concrete Yoshio Shinoda, Nakabohtec Corrosion Protecting Co., Ltd., Japan,Noriyasu Mochizuki, Nakabohtec Corrosion Protecting Co., Ltd., Japan,Syunsuke Otani, Nakabohtec Corrosion Protecting Co., Ltd., Japan,Hiroyuki Kobayashi, Port and Airport Research Institute, Japan,Tooru Wakabayashi, Nakabohtec Corrosion Protecting Co., Ltd., Japan,Toyohiro Takaku, Nakabohtec Corrosion Protecting Co., Ltd., Japan
  • 44 M3-1 H-10 Investigation and repair work for superstructures of jetty deteriorated by chloride induced corrosion and ASR in the Osaka port container terminal Takashi Habuchi, Toa Corporation, Japan,Masanori Obika, Osaka Port Corporation, Japan,Tadashi Nishii, Osaka Port Corporation, Japan,Masatoshi Kitamura, Osaka Port Corporation, Japan,Masato Fujino, Toa Corporation, Japan,Shinsuke Ishigaki, Toa Corporation, Japan
  • 45 M3-1 H-11 Ultimate strength and fatigue life of concrete members reinforced with carbon fiber sheet based on continuum damage mechanics Hidenori Tanaka, Gunma National College of Technology, Japan,Yutaka Toi, University of Tokyo, Japan
  • 46 M3-2 G-5 Rammed earth: an overview of a sustainable construction material Daniela Ciancio, University of Western Australia, Australia,Christopher Beckett, University of Western Australia, Australia
  • 47 M3-2 G-6 Improving the sustainability of concrete bridge construction José Ramón Díaz de Terán, Ingeniero de Caminos, Canales y Puertos. Escuela de Ingenieros de Caminos, Canales y Puertos de Ciudad Real, Universidad de Castilla-La Mancha, Spain.,Juan José Jorquera, Ingeniero de Caminos, Canales y Puertos. Escuela de Ingeniería de Caminos, Canales y Puertos y de Ingenieria de Minas, Universidad Politécnica de Cartagena, Spain,Bryan Barragán, BASF Construction Chemicals Europe, Italy.,Jose Turmo, Ingeniero de Caminos, Canales y Puertos. Escuela de Ingenieros de Caminos, Canales y Puertos de Barcelona, Universitat Politècnica de Catalunya, BarcelonaTech, Spain
  • 48 M3-2 G-7 Development of high strength high performance concrete using Indian metakaolin P. Dinakar, School of Infrastructure, Indian Institute of Technology Bhubaneswar, India,Pradosh K. Sahoo, School of Infrastructure, Indian Institute of Technology Bhubaneswar, India,G. Sriram, School of Infrastructure, Indian Institute of Technology Bhubaneswar, India
  • 49 M3-2 G-8 Effects of corrosion inhibitors on the critical chloride threshold of thermo-mechanically treated (TMT) steel Vibha Venkataramu, Larsen & Toubro Construction, Chennai, India,Jayachandran Karappanasamy, Indian Institue of Technology Madras, Chennai, India,Aran Kishore, National Institute of Technology, Thiruchirappalli, India,Radhakrishna G. Pillai, Indian Institue of Technology Madras, Chennai, India
  • 50 M3-3 Keynote 9 Recycling materials in geotechnical applications Takeshi Katsumi Graduate School of Global Environmental Studies, Kyoto University, Kyoto, Japan,Toru Inui, Graduate School of Global Environmental Studies, Kyoto University, Kyoto, Japan
  • 51 M3-3 1 Heat control of pavement surface temperature using recycled materials Satoru Ishiguro, Mie University, Japan,Masayoshi Yamanaka, Asahidoboku Co., Ltd., Japan
  • 52 M3-3 2 Construction waste management and resource efficiency Nayrah Khandani, Material Management Officer, Gateshead Council, UK,Alan Bowman, Project Manager, Gateshead Council, UK,Chris Tearney, Highways and Purchasing Manager, Gateshead Council, UK,Victoria Beattie, Construction Service Director, Gateshead Council, UK,Faramarz Moodi, Concrete Technology and Durability Research Center, Amirkabir University of Technology, Iran
  • 53 M3-3 3 Updating the reliability of concrete structures subjected to carbonation Touya Hagino, Department of Civil and Environment Engineering, Waseda University, Japan,Mitsuyoshi Akiyama, Department of Civil and Environment Engineering, Waseda University, Japan,Ikumasa Yoshida, Department of Civil and Environmental Engineering, Tokyo City University, Japan
  • 54 M3-4 1 Quality of fine materials from crushed rocks in sustainable concrete production Björn Lagerblad, Swedish Cement and Concrete research Institute, Stockholm, Sweden,Hans-Erik Gram, Cementa AB, Stockholm, Sweden,Mikael Westerholm, Cementa AB, Stockholm, Sweden
  • 55 M3-4 2 Sustainability of concrete elements from concrete with ternary binders Vlastimil Bilek, ZPSV a.s., Uhersky Ostroh, Czech Republic,Ctislav Fiala, Faculty of Civil Engineering, Czech Techinical University, Prague, Czech Republic
  • 56 M3-4 3 Compressive strength and leaching behavior of mortars using cement and wood ash Gabriele Fava, Department of Materials, Environmental Sciences and Urban Planning (SIMAU). University Politecnica delle Marche. Ancona, Italy,Tarun R. Naik., UWM Center for By-Products Utilization. University of Wisconsin-Milwaukee, USA,Giacomo Moriconi., Department of Materials, Environmental Sciences and Urban Planning (SIMAU). University Politecnica delle Marche. Ancona, Italy
  • 57 M3-4 4 Behavior of cement treated sand under large deformations Kh. Adeel Tariq, Department of Civil and Environmental Engineering, Saitama University, Saitama, Japan,Takeshi Maki, Department of Civil and Environmental Engineering, Saitama University, Saitama, Japan
  • 58 M3-4 5 Relationship between the surface absorption of concrete cores and durability performance of exisiting structures Hirohisa Koga, Public Works Research Institute, Japan,Hirotaka Kawano, Kyoto University, Japan,Hiroshi Watanabe, Public Works Research Institute, Japan
  • 59 M3-5 1 Estimation of surface-crack depth by stack imaging of spectral amplitudes in ultrasonic-echo Masayasu Ohtsu Graduate School of Science & Technology, Kumamoto University, Japan,Sin Aramaki Graduate School of Science & Technology, Kumamoto University, Japan,Takahiro Sonoda, Graduate School of Science & Technology, Kumamoto University, Japan
  • 60 M3-5 2 On-site measurement of corrosion of steel bars in concrete by acoustic emission Yuma Kawasaki, Department of Civil Environmental Engineering, Ritsumeikan University, Japan,Tomoyo Wakuda, Graduate School of Science and Technology, Kumamoto University, Japan,Yutaro Kawasaki, Graduate School of Science and Technology, Kumamoto University, Japan,Kazuyuki Izuno, Department of Civil Environmental Engineering, Ritsumeikan University, Japan,Masayasu Ohtsu, Graduate School of Science and Technology, Kumamoto University, Japan
  • 61 M3-5 3 Theoretical considerations on estimation of compressive strength of concrete by means of hammer blowing Tomoaki Sakai, Applied. Research Inc., Japan,Genki Kubo, Nitto Construction Inc., Japan,Hajime Kubo, Nitto Construction Inc., Japan
  • 62 M3-5 4 Monitoring of deterioration due to ASR using ultrasonic frequency spectrum Hiroyuki Nakagawa, Shikoku Research Institute Inc., Japan,Yoshie Nanba, Shikoku Electric Power Co., Inc., Japan
  • 63 M3-5 5 Chaotic characteristics of elastic waves propagating in concrete material Yoshinobu Oshima Kyoto University, Japan,Hirotaka Kawano Kyoto University, Japan,Atsushi Hattori, Kyoto University, Japan
  • 64 M3-6 1 Effects of coarse aggregate content on sulfuric acid deterioration of concrete Yuji Hatano, Hiroshima University, Japan,Yutaka Ookame, Hiroshima University, Japan,Kenji Kawai, Hiroshima University, Japan
  • 65 M3-6 2 The effect of wetting and drying cycles on thaumasite formation in cement mortars J. M. Abualgasem, Department of Civil and Structural Engineering University of Sheffield, UK,J. C. Cripps, Department of Civil and Structural Engineering University of Sheffield, UK,C. J. Lynsdale, Department of Civil and Structural Engineering University of Sheffield, UK
  • 66 M3-6 3 Investigation of concrete - clay interaction with regards to thaumasite form of sulfate attack Farhat Abubaker, Department of Civil and Structural Engineering, University of Sheffield, UK,Cyril Lynsdale, Department of Civil and Structural Engineering, University of Sheffield, UK,John Cripps, Department of Civil and Structural Engineering, University of Sheffield, UK
  • 67 M3-6 4 A study on the reaction mechanism of hardened cement chemically damaged by mixed acids Shintaro Miyamoto, Tohoku University, Department of Civil Engineering, Sendai, Japan,Hiroshi Minagawa, Tohoku University, Department of Civil Engineering, Sendai, Japan,Makoto Hisada, Tohoku University, Department of Civil Engineering, Sendai, Japan
  • 66 M3-6 5 Study on long term concrete deterioration due to sulfuric acid Yutaka Ookame, Hiroshima University, Japan,Yuji Hatano, Hiroshima University, Japan,Kenji Kawai, Hiroshima University, Japan
  • 69 M3-7 1 Durability of marine concrete with mineral admixture and marine aquatic organism layer Amry Dasar, Kyushu University, Japan,Hidenori Hamada, Kyushu University, Japan,Yasutaka Sagawa, Kyushu University, Japan,Takanori Ikeda, Maeda Corporation, Japan
  • 70 M3-7 2 An experimental study on corrosion protection performance of HPFRCCs with fine cracks Le Anh Dung, Department of Civil Engineering, Gifu University, Gifu, Japan,Koichi Kobayashi, Department of Civil Engineering, Gifu University, Gifu, Japan,Keitetsu Rokugo, Department of Civil Engineering, Gifu University, Gifu, Japan
  • 71 M3-7 3 A study on corrosion properties of rebar in fly ash concrete Isao Ujike',Shinichiro Okazaki, Ehime University, Japan,Naoki Takae, Ehime University, Japan,Shohei Kasuga, Ehime University, Japan
  • 72 M3-7 4 Effect of distribution in cross sectional area of corroded tensile reinforcing bars on load carrying behavior of RC beam Takashi Yamamoto, Kyoto University, Japan,Satoshi Takaya, Kyoto University, Japan,Toyo Miyagawa, Kyoto University, Japan
  • 73 M3-7 5 Crack spacing in steel bar reinforced strain hardening cement-based composites (R/SHCC), towards corrosion modeling G.P.A.G. van Zijl, Department of Civil Engineering, Stellenbosch University, Matieland, South Africa,S.C. Paul, Department of Civil Engineering, Stellenbosch University, Matieland, South Africa
  • 74 M3-8 1 The structural behaviour of composite beams with prefabricated reinforced concrete plate in negative moment zone A. Necati Yelgin, Sakarya University, Sakarya, Turkey,Ahmet Degerli, Sakarya University, Sakarya, Turkey,M. Bora Bulut, Sakarya University, Sakarya, Turkey
  • 75 M3-8 2 The structural behaviour of composite beams with prefabricated reinforced concrete plate in pozitive moment zone A. Necati Yelgin, Sakarya University, Sakarya, Turkey,H. Kasap, Sakarya University, Sakarya, Turkey,M. Zeki Ozyurt, Sakarya University, Sakarya, Turkey,M. Bora Bulut, Sakarya University, Sakarya, Turkey
  • 76 M3-8 3 Technical development of highly durable pretension PC girder Takeshi Oshiro, University of the Ryukyus, Japan,Jun Tomiyama, University of the Ryukyus, Japan,Kei Hirai, Kurosawa Construction Co., Ltd., Japan
  • 77 M3-8 4 Development and practical application of slab connection system for PC girders using low-elasticity high-ductility fiber-reinforced cementitious composite Kei Muroda, Sumitomo Mitsui Construction Co., Ltd., Japan,Yoshihiko Taira, Sumitomo Mitsui Construction Co., Ltd., Japan,Yoshikatsu Nabetani, Sumitomo Mitsui Construction Co., Ltd., Japan,Motohiro lijima, Sumitomo Mitsui Construction Co., Ltd., Japan,Seijiro Uchida, Sumitomo Mitsui Construction Co., Ltd., Japan,Takeshi Ooshiro, West Nippon Expressway Co., Ltd., Japan
  • 78 M3-8 5 Development of low-elasticity high-ductility fiber-reinforced cementitious composite for use in PC girder connecting slabs Ryo Ooyagi, Sumitomo Mitsui Construction Co., Ltd., Japan,Hideaki Taniguchi, Sumitomo Mitsui Construction Co., Ltd., Japan,Wataru Sasaki, Sumitomo Mitsui Construction Co., Ltd., Japan,Masanori Higuchi, Sumitomo Mitsui Construction Co., Ltd., Japan,Noriyuki Shiina, Sumitomo Mitsui Construction Co., Ltd., Japan,Takeshi Ooshiro, West Nippon Expressway Co., Ltd., Japan
  • 79 M3-9 1 Chemical deterioration of hardened cement pastes immersed in calcium chloride solution Hiroaki Mori, Taiheiyo Cement Corporation, Reseach & Development Center, Japan,Ryuichiro Kuga, Taiheiyo Cement Corporation, Reseach & Development Center, Japan,Shoichi Ogawa, Taiheiyo Cement Corporation, Reseach & Development Center, Japan,Yoshimori Kubo, Kanazawa University, Japan
  • 80 M3-9 2 The effect of chloride on performance of cement mortars subjected to sulfate exposure at low temperature A. H. M. Abdalkader, Department of Civil and Structural Engineering,University of Sheffield, UK,C. J. Lynsdale, Department of Civil and Structural Engineering,University of Sheffield, UK,J. C. Cripps, Department of Civil and Structural Engineering,University of Sheffield, UK
  • 81 M3-9 3 A study on chloride binding property of concrete using CaO・2Al2O3 as admixture Yuichi Fukudome, Kagoshima University, Japan,Koji Takewaka, Kagoshima University, Japan,Toshinobu Yamaguchi, Kagoshima University, Japan,Katsuichi Miyaguchi, Denki Kagaku Kogyo Co., Ltd., Japan,Kazuto Tabara, Denki Kagaku Kogyo Co., Ltd., Japan
  • 82 M3-9 4 Regression function to predict tension softening curve for concrete of arbitrary mix proportion Hiroshi Akita Tohoku Institute of Technology, Japan,Hideo Koide Tohoku Institute of Technology, Japan,Hirozo Mihashi, Tohoku Institute of Technology, Japan
  • 83 M3-9 5 Microstructure and strength change of hardened cement paste under drying process Ippei Maruyama, Nagoya University, Japan,Yukiko Nishioka, Nagoya University, Japan,Go Igarashi, Nagoya University, Japan
  • 84 M4-1 H12 The effective utilization of classified fine fly ashes for production of highly-durable concrete mixtures Kazuyuki Torii, Kanazawa University, Japan,Tohru Hashimoto, Hokuriku Electric Power Company Co., Ltd., Japan,Tetsuji Kubo, Hokuriku Electric Power Company Co., Ltd., Japan,Chikao Sannoh, Hokuriku Electric Power Company Co., Ltd., Japan
  • 85 M4-1 H13 Properties of concrete with GGBS and its applications for bridge superstructures Yasutaka Sagawa, Kyushu University, Japan,Daisuke Yamamoto, Kyushu University, Japan,Yoshikazu Henzan, P. S. Mitsubishi Construction Co., Ltd., Japan
  • 86 M4-1 H14 Some considerations for the applicability of seawater as mixing water in concrete Takahiro Nishida, Graduate School Science and Engineering, Tokyo Institute of Technology, Japan,Nobuaki Otsuki, Graduate School Science and Engineering, Tokyo Institute of Technology, Japan,Hiroki Ohara, Graduate School Science and Engineering, Tokyo Institute of Technology, Japan,Zoulkanel Moussa Garba-Say, Graduate School Science and Engineering, Tokyo Institute of Technology, Japan,Tomohiro Nagata, School of Engineering , Tokyo Institute of Technology, Japan
  • 87 M4-1 H15 Study on durability and corrosion protection performance of concrete cover method for port steel pipe structures Yoshikazu Akira, Technical Research Institute, Toyo construction Co., Ltd., Japan (Former Port and Airport research Institute, Japan),Kazuhiro Masuda, Yoshikawa Kaiji Co., Ltd., Japan,Toru Yamaji, Materials Group, Port and Airport Research Institute, Japan,Hidenori Hamada, Department of Civil and Structural Engineering, Kyushu University, Japan
  • 38 M4-1 H16 Influence of water immersion on physical properties of porous asphalt containing liquid asbuton as bituminous asphalt binder Tjaronge M.W., Department of Civil Engineering, Hasanuddin University, Indonesia,Rita Irmawaty, Department of Civil Engineering, Hasanuddin University, Indonesia
  • 89 M4-1 H17 Sustainable development of concrete construction works in Bangladesh: key issues Mohammed Tarek Uddin, Department of Civil Engineering, University of Asia Pacific, Bangladesh
  • 90 M4-2 G-9 Assessing the self healing capacity of cementitious composites Liberato Ferrara, Dept. of Civil and Environmental Engineering, Politecnico di Milano, Italy,Visar Krelani, Dept. of Civil and Environmental Engineering, Politecnico di Milano, Italy,Enricomaria Gastaldo Brac, Penetron Italia, Italy
  • 91 M4-2 G-10 Microfine ground granulated blast furnace slag for high performance concrete C. M. Dordi, Ambuja Cements Ltd., Mumbai, India,A. N. Vyasa Rao, Ambuja Cements Ltd., Mumbai, India,Manu Santhanam, Department of Civil Engineering, Indian Institute of Technology Madras, Chennai, India
  • 92 M4-2 G-11 Role of activator type and dosage on the reaction kinetics of alkali-activated slag pastes Berhan S. Gebregziabiher, Development of Civil and Environmental Engineering, Clarkson University, USA,Sulapha Peethamparan, Development of Civil and Environmental Engineering, Clarkson University, USA
  • 93 M4-2 G-12 Applications of smart dynamic concrete Bruno D'Souza, BASF South East Asia Pte Ltd, Singapore,Hironobu Yamamiya, BASF Japan Ltd, Japan
  • 94 M4-3 Keynote 12 Review on recycled aggregate concrete in past 15 years in China Jianzhuang Xiao, Department of Building Engineering, Tongji University, Shanghai, P. R. China, Committee of Recycled Aggregate Concrete, Civil Engineering Society, China,Long Li, Committee of Recycled Aggregate Concrete, Civil Engineering Society, China
  • 95 M4-3 1 Experimental study on CO2 curing for enhancement of recycled aggregate properties Baojian Zhan, Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong,Chi Sun Poon, Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong,Qiong Liu, Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong,Shicong Kou., Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong
  • 96 M4-3 2 Effect of adhered mortar of recycled concrete aggregates on long-term concrete properties S. Manzi, Dipartimento di Ingegneria Civile, Chimica, Ambientale e dei Materiali, University of Bologna, Italy,C. Mazzotti, Dipartimento di Ingegneria Civile, Chimica, Ambientale e dei Materiali, University of Bologna, Italy,M. C. Bignozzi, Dipartimento di Ingegneria Civile, Chimica, Ambientale e dei Materiali, University of Bologna, Italy
  • 97 M4-3 3 Properties of extremely dry concrete made with eco-cement and recycled coarse aggregate Atsushi Ueno, Tokyo Metropolitan University, Japan,Masao Ishida, TAIHEIYO CEMENT Corporation, Japan,Kentaro Ohno, Tokyo Metropolitan University, Japan,Kimitaka Uji, Tokyo Metropolitan University, Japan
  • 98 M4-4 1 Effect of combining silicate and silane type surface penetrants on restraint to deterioration in concrete Ryosuke Nakajima, Graduate school of Science and Engineering, Kansai University, Japan,Hiroaki Tsuruta, Faculty of Environmental and Urban Engineering, Kansai University, Japan
  • 99 M4-4 2 Microstructure, mineralogy and environmental evaluation of cementitious composites produced with red mud waste Eliz Paula Manfroi, University Federal of Santa Catarina, Brazil,Malik Cheriaf, University Federal of Santa Catarina, Brazil,Janaide Cavalcante Rocha, University Federal of Santa Catarina, Brazil
  • 100 M4-4 3 Basic study on effective utilization of newly volcanic ash from Mt. Shinmoedake into concrete Yoshiharu Hosokawa, Faculty of Agriculture, University of Miyazaki, Miyazaki, Japan,Kozo Onoue, Faculty of Engineering, University of Miyazaki, Miyazaki, Japan
  • 101 M4-4 4 Evaluation of autogenous shrinkage of high-performance concrete Reza Naghdi, Civil Engineering Department, Zanjan University, Iran
  • 102 M4-4 5 Water-tightness performance of crack-self healing concrete incorporating various types of granule of supplementary cementitious materials and/or Portland cement and other additives Vu Viet Hung, The University of Tokyo, Japan,Toshiharu Kishi, The University of Tokyo, Japan
  • 103 M4-4 6 Influence of the carbon dioxide concentration on the resistance to carbonation of concrete J.H.M. Visser, TNO, The Netherlands
  • 104 M4-5 Keynote 18 The latest non-destructive inspection technologies for evaluation of grouting condition of tendon ducts in prestressed concrete beams Toshiro Kamada, Osaka University, Japan
  • 105 M4-5 1 Application of impact response method for detecting the defects of concrete structures Kentaro Yamashita, Toyo Research and Measurement.inc., Japan,Tomoaki Sakai, Applied Research Inc., Japan,Kunio Gokudan, iTECS association, Japan
  • 106 M4-5 2 Detecting delaminations in concrete structures using velocity dispersion of laser generated Lamb waves Kenichiro Tsuyuki, Kajima Technical Research Institute, Kajima Corporation, Japan,Ryuta Katamura, Kajima Technical Research Institute, Kajima Corporation, Japan,Satoru Miura, Kajima Technical Research Institute, Kajima Corporation, Japan,Hiroshi Asanuma, Graduate School of Environmental Studies, Tohoku University, Japan
  • 107 M4-5 3 A study on frequency analysis methods for concrete thickness estimation by impact elastic-wave method Shinya Uchida, Ritsumeikan University, Japan,Toshiro Kamada, Osaka University, Japan,Toshiki Iwasaki, Osaka University, Japan,Satoshi Iwano, Rik Co., Ltd., Japan,Heung-Soo Lee, Osaka University, Japan
  • 108 M4-6 1 Quick water movement around a crack of concrete under unsaturated conditions Naoko Tsuchiya, Department of Building Materials and Components, Building Research Institute, Japan,Manabu Kanematsu, Faculty of Science and Technology,Tokyo University of Science, Japan,Takafumi Noguchi, Graduate School of Engineering, The University of Tokyo, Japan
  • 109 M4-6 2 The evaluation of salt scaling of concrete by freeze and thaw test method with small sample and the effect of magnesium salt on salt scaling Shunsuke Hanehara, Iwate University, Japan,Tetsuya Oyamada, Iwate University, Japan,Hanaka Kanno, Iwate University, Japan,Takuma Takahashi, Hazama Corporation, Japan,Daiki Nakamura, Iwate University, Japan
  • 110 M4-6 3 Study on curing of concrete by the end time judgment of the DC specific resistance T. Misaka, Sato Kogyo Co., Ltd., Kanagawa, Japan,T. Iyoda, Department of Civil Engineering, Shibaura Institute of Technology, Tokyo, Japan
  • 111 M4-6 4 Total strain behavior of mortar under freeze-thaw cycles in consideration of the change in coefficient of thermal expansion of frost damaged mortar Evdon Sicat, Graduate School of Engineering, Hokkaido University, Japan,Fuyuan Gong, Graduate School of Engineering, Hokkaido University, Japan,Tamon Ueda, Faculty of Civil Engineering, Hokkaido University, Japan,Zhang Dawei, College of Civil Engineering and Architecture, Zheijiang University, China
  • 112 M4-6 5 Effect of chemical admixtures on mortar's durability A. Benouis, Civil Engineering and Hydraulic Laboratory LGCH, University of Guelma, Algeria,A. Maanser, Civil Engineering and Hydraulic Laboratory LGCH, University of Guelma, Algeria
  • 113 M4-6 6 Development of spalling crack prediction model with infrared-thermography Satoshi Takaya, Department of Civil Earth resources Engineering, Kyoto University, Japan,Shigeki Nakamura, Department of Civil Earth resources Engineering, Kyoto University, Japan,Yoshihumi Maeda, West Nippon Expressway Company, Japan,Takashi Yamamoto, Department of Civil Earth resources Engineering, Kyoto University, Japan,Toyo Miyagawa, Department of Civil Earth resources Engineering, Kyoto University, Japan
  • 114 M4-7 1 Effect of unit cement content on surface deterioration and corrosion of rebar suffering combined chloride-induced deterioration and frost damage Yuriko Yamamoto, Graduate School of Engineering, Hokkaido University, Japan,Hiroshi Yokota, Faculty of Engineering, Hokkaido University, Japan,Katsufumi Hashimoto, Faculty of Engineering, Hokkaido University, Japan,Yuta Johgasaki, Graduate School of Engineering, Hokkaido University, Japan
  • 115 M4-7 2 Corrosion durability of high performance steel fibre reinforced concrete Homayoon Sadeghi-Pouya, Department of Civil, Architecture and Building, Faculty of Engineering & Computing, Coventry University, UK,Eshmaiel Ganjian, Department of Civil, Architecture and Building, Faculty of Engineering & Computing, Coventry University, UK,Peter A. Claisse, Department of Civil, Architecture and Building, Faculty of Engineering & Computing, Coventry University, UK,Krishna Muthuramalingam, Department of Civil, Architecture and Building, Faculty of Engineering & Computing, Coventry University, UK
  • 116 M4-7 3 Biodeterioration of concrete structures in coastal zone Marcia R. Silva, Department of Civil Engineering and Mechanics and School of Freshwater Sciences-Great Lakes WATER Institute, University of Wisconsin-Milwaukee, Milwaukee, WI, USA,Tarun R. Naik, UWM Center for By-Products Utilization, University of Wisconsin-Milwaukee. Department of Civil Engineering and Mechanics, Milwaukee, WI, USA
  • 117 M4-7 4 Flexural capacity of RC beams damaged by combined deterioration due to ASR and corrosion Yasuhiro Mikata, Osaka Institute of Technology, Japan,Hideaki Tanaka, Osaka Institute of Technology, Japan,Sho Fukutani, Nippon Engineering Consultants, Japan,Susumu Inoue, Osaka Institute of Technology, Japan
  • 118 M4-7 5 Long-term study of reinforcement corrosion in concrete structures in marine atmosphere zone G. R. Meira, Federal Institute of Education, Science and Technology of Paraiba and Civil Engineering Postgraduate Programme of UFPB, Joao Pessoa Brazil,C. Andrade, Research Centre in Safety and Durability of Structures and Materials, Madrid, Spain
  • 119 M4-8 1 Design and construcion of butterfly web bridge Kenichi Kata, Sumitomo Mitsui Construction Co., Ltd., Japan,Kenichiro Ashizuka, West Nippon Expressway Co., Ltd., Kyushu Branch Office, Japan,Kenji Miyamoto, West Nippon Expressway Co., Ltd., Kyushu Branch Office, Japan,Kenichi Nakatsumi, Sumitomo Mitsui Construction Co., Ltd., Japan
  • 120 M4-8 2 Seismic performance and evaluation of fly-ash concrete columns -towards resilient and sustainable concrete structures Yuping Sun, Graduate School of Engineering, Kobe University, Japan,Tomoyuki Koyama, Graduate School of Human Environment Studies, Kyushu University, Japan,Takashi Takeuchi, Graduate School of Engineering, Kobe University, Japan
  • 121 M4-8 3 Flexural performance of bamboo-reinforced-concrete beams using bamboo as main rebars and stirrups Makoto Yamaguchi, Graduate School of Science and Technology, Kumamoto University, Japan,Kiyoshi Murakami, Graduate School of Science and Technology, Kumamoto University, Japan,Koji Takeda, Graduate School of Science and Technology, Kumamoto University, Japan
  • 122 M4-8 4 Sustainable UFC structures in Japan and its durability performance Hiroyuki Musha, Technology Center, Taisei Corporation, Japan,Katsuya Kono, Cement & Concrete Department, Taiheiyo Cement Corporation, Japan,Tetsuo Kawaguchi, Cement & Concrete Department, Taiheiyo Cement Corporation, Japan,Tadashi Kobayashi, Quality and Safety Management Division, Maeta Concrete Industry Ltd., Japan
  • 123 M4-6 5 Development of high-strength fiber reinforced concrete for highly durable bridge structures Wataru Sasaki, Sumitomo Mitsui Construction Co., Ltd., Japan,Kenichiro Ashizuka, West Nippon Expressway Co., Ltd., Japan,Munehiro Deguchi, West Nippon Expressway Co., Ltd., Japan,Hideaki Taniguchi, Sumitomo Mitsui Construction Co., Ltd., Japan
  • 124 M4-9 1 Feasibility study on production and sustainability of poly propylene fiber reinforced concrete ties based on a value engineering survey A.A. Ramezanianpour, Department of Civil and Environment Engineering, Concrete Technology and Durability Research Center, Amirkabir University of Technology, Iran,S.A. Ghahari, Department of Civil and Environment Engineering, Concrete Technology and Durability Research Center, Amirkabir University of Technology, Iran,A. Khazaei, Department of Railway Engineering, Iran University of Science and Technology, Iran
  • 125 M4-9 2 Corrosion behavior of polyolefin fiber cement-based composites containing supplementary cementitious materials Wei-Ting Lin, Institute of Nuclear Energy Research, Atomic Energy Council, Executive Yuan, Taiwan, Dept. of Civil Engineering, National Ilan University, Taiwan,Yuan-Chieh Wu, Institute of Nuclear Energy Research, Atomic Energy Council, Executive Yuan, Taiwan,Yu-Chih Chen, Institute of Nuclear Energy Research, Atomic Energy Council, Executive Yuan, Taiwan, Institute of Aeronautics and Astronautics, National Cheng Kung University, Taiwan,An Cheng, Dept. of Civil Engineering, National Ilan University, Taiwan,Ran Huang, Dept. of Harbor and River Engineering, National Taiwan Ocean University, Taiwan
  • 126 M4-9 3 Suitability of concrete reinforced with synthetic fiber for the construction of pavements Rakesh Kumar, Rigid Pavements Division, Central Road Research Institute, New Delhi, India,Pankaj Goel, Rigid Pavements Division, Central Road Research Institute, New Delhi, India,Renu Mathur, Rigid Pavements Division, Central Road Research Institute, New Delhi, India
  • 127 M4-9 4 Corrosion of steel fiber and its effect on tension-softening behavior of ultra high strength fiber reinforced concrete Takashi Toyoda, Graduate School of Engineering Hokkaido University, Japan,Hiroshi Yokota, Faculty of Engineering Hokkaido University, Japan,Katsufumi Hashimoto, Graduate School of Engineering Hokkaido University, Japan,Katsuya Kono, Reserch & Development Center, Taiheiyo Cement Corporation, Japan,Tetsuo Kawaguchi, Reserch & Development Center, Taiheiyo Cement Corporation, Japan
  • 128 M4-9 5 Durability of steel fiber-reinforced concrete filled steel tubes under eccentric loads Eltobgy, H.H., Civil Engineering Department, Faculty of Engineering at Shoubra, Cairo, Benha University, Egypt,Abdallah, S., Civil Engineering Department, Faculty of Engineering at Shoubra, Cairo, Benha University, Egypt,Shaaban,I., Civil Engineering Department, Faculty of Engineering at Shoubra, Cairo, Benha University, Egypt
  • 129 M4-9 6 Straw bale houses: a quick solution to accommodation problem Mehmet Fatih Altan, Department of Civil Engineering, Istanbul Aydin University, Istanbul, Turkey,Ahmet Emre Tekeli, Department of Civil Engineering, Nisantasi University, Istanbul, Turkey,Omer Faruk Capar, Department of Civil Engineering, Bulent Ecevit University, Zonguldak, Turkey
  • 20th Aug (Tuesday)
  • 1 T1-1 Keynote 1 JCI guidelines for assessment of existing concrete structures Hirozo Mihashi, Tohoku University, Japan
  • 2 T1-1 1 Evaluating structural capacity reductions due to reinforcement corrosion in coastal concrete elements S.M.D. Aguiar, School of Engineering & Built Environment, Edinburgh Napier University, Edinburgh, UK,M.J. Mccarthy, Division of Civil Engineering, University of Dundee, Dundee, Scotland, UK
  • 3 T1-1 2 Investigation of the cause of reinforcing steel fracture induced by alkali-silica reaction and study on maintenance Kazunori Sasaki, Osaka Construction Dept., Construction Management Headquarters, Hanshin Expressway Co., Ltd., Japan,Misa Fujibayashi, Osaka Business & Maintenance Dept., Hanshin Expressway Co., Ltd., Japan,Masakazu Tona, Osaka Business & Maintenance Dept., Hanshin Expressway Co., Ltd., Japan,Akinori Sato, Sakai Construction Dept., Construction Management Headquarters, Hanshin Expressway Co., Ltd., Japan,Yoshio Hisari, Planning and Investigation Division, Hanshin Expressway Management Technology Center, Japan,Toyoaki Miyagawa, Dept. of Civil & Earth Resources Eng., Kyoto University, Japan
  • 4 T1-1 3 Restoration design for capacity performance assessment of RC slab bridges Abrham Gebre Tarekegn, Graduate Program, Yokohama National University, Japan,Tatsuya Tsubaki, Faculty of Urban Innovation, Yokohama National University, Japan
  • 5 T1-2 1 A study on strengthening method for pier piles using ultra high performance-strain hardening cementitious composite Ryoichi Tanaka, Toa Corporation, Japan,Minoru Kunieda, Gifu University, Japan,Mitsuyasu lwanami, Tokyo Institute of Technology, Japan,Ema Kato, Port and Airport Research Institute, Japan,Yuichiro Kawabata, Port and Airport Research Institute, Japan,Takahiko Amino, Toa Corporation, Japan, Port and Airport Research Institute, Japan
  • 6 T1-2 2 Rehabilitation of an old concrete lohse arch Bridge: Replacement of all hanger Toshiya Hayashi, Civil Engineering Department, Construction Division, Kimitsu City, Japan,Yasuhisa Fujiwara, Civil Engineering Department, Sumitomo Mitsui Construction Co., Ltd., Japan,Yuji Kumagai, Civil Engineering Department, Sumitomo Mitsui Construction Co., Ltd., Japan,Hiroshi Asai, Civil Engineering Department, Sumitomo Mitsui Construction Co., Ltd., Japan,Kazuyuki Ishiyama, Chiyoda Engineering Consultants Co., Ltd., Japan
  • 7 T1-2 3 Structural behaviour of ferrocement confined reinforced self compacting concrete (FCRSCC) under axial compression Vikram Singh Thakur, National Institute of Technology, Warangal, INDIA,Vikas Khatuja, National Institute of Technology, Warangal, INDIA,C. Sumanth Reddy, National Institute of Technology, Warangal, INDIA,K. V. Ratna Sai, National Institute of Technology, Warangal, INDIA,P. Rathish Kumar, National Institute of Technology, Warangal, INDIA
  • 8 T1-2 4 Analytical model for CFRP strengthened RC columns in humid conditions R. Rashid, Univeristi Putra Malaysia, Serdang, Malaysia,R.S. Aboutaha, Syracuse University, Syracuse, USA
  • 9 T1-2 5 Study on hysteretic bond mechanisms of plain round bar Cheng Hong, Hiroshima University,Hideo Araki, Hiroshima Institute of Technology, Faculty of Engineering, Japan
  • 10 T1-3 1 Pulsed power application to production of recycled aggregate Mitsuhiro Shigeishi, Graduate School of Science and Technology, Kumamoto University, Japan,Takao Namihira, Institute of Pulsed Power Science, Kumamoto University, Japan,Shinya lizasa, Innovative Collaboration Organization, Kumamoto University, Japan,Koichi Ishimatsu, Graduate School of Science and Technology, Kumamoto University, Japan,Eva Arifi, Graduate School of Science and Technology, Kumamoto University, Japan,Rétyce Ivan Hervé Dodji Togbé Amoussou, Graduate School of Science and Technology, Kumamoto University, Japan
  • 11 T1-3 2 Improvement of the durability of concrete with recycled aggregates in chloride exposed environment Vázquez,E., Polytechnic University of Catalonia, Spain,Barra, M., Polytechnic University of Catalonia, Spain,Aponte, D., Polytechnic University of Catalonia, Spain,Jiménez, C., Polytechnic University of Catalonia, Spain,Valls, S., Polytechnic University of Catalonia, Spain
  • 12 T1-3 3 Application of low grade recycled aggregates for non-structural concrete production in the city of Barcelona Etxeberria, Miren, Universitat Politecnica de Catalunya Barcelona Tech, Spain,Gonzalez, Andreu, Universitat Politecnica de Catalunya Barcelona Tech, Spain,Valero, Ignacio, CIMNE, Spain
  • 13 T1-3 4 Recycling of brick aggregate concrete: physical and mechanical properties Mohammed Tarek Uddin, Department of Civil Engineering, University of Asia Pacific, Bangladesh,Ariful Hasnat, Department of Civil Engineering, University of Asia Pacific, Bangladesh,Mohammad Abdul Awal, The Structural Engineers Limited, Bangladesh,Shamim Z. Bosunia, Abode of Consultants limited, Bangladesh
  • 14 T1-3 5 Recycling of brick aggregate concrete : an extended study on some key issues Mohammed Tarek Uddin, Department of Civil Engineering, University of Asia Pacific, Bangladesh,Ariful Hasnat, Department of Civil Engineering, University of Asia Pacific, Bangladesh,Mohammad Abdul Awal, Managing Director, The Structural Engineers Limited, Bangladesh,Shamim Z. Bosunia, Abode of Consultants limited, Bangladesh
  • 15 T1-4 1 Bacterial calcification for enhancing performance of low embodied energy soil-cement bricks Abhjit Mukherjee, Indian Institute of Technology Gandhinagar, VGEC Complex, Ahmedabad, India,Navdeep Kaur Dhami, Department of Biotechnology, Thapar University, Patiala, Punjab, India,B.V.V. Reddy, Department of Civil Engineering, Indian Institute of Science, Bangalore, India,M. Sudhakara Reddy, Department of Biotechnology, Thapar University, Patiala, Punjab, India
  • 16 T1-4 2 Non-conventional additions from agricultural waste Ana Mafalda Matos, Department of Civil Engineering, Faculty of Engineering University of Porto, Portugal,Telma Ramos, Department of Civil Engineering, Faculty of Engineering University of Porto, Portugal,Joana Sousa-Coutinho, Department of Civil Engineering, Faculty of Engineering University of Porto, Portugal
  • 17 T1-4 3 Differences in the desorption properties of heavy metals from cement hydrates in various chloride solutions Akihiko Hayashi, Hiroshima University, Japan,Hiromitsu Kikuchi, IHI Corporation, Japan,Shinya Yokoyama, Kobe University, Japan,Kenji Kawai, Hiroshima University, Japan
  • 18 T1-4 4 A study on durability of blast furnace slag cement concrete mixed with metakaolin-based artificial pozzolan in actual marine environment Kohei Eguchi, Kagoshima University, Japan,Koji Takewaka,Toshinobu Yamaguchi,Naomichi Ueda
  • 19 T1-4 5 A joint initiative for recycling sludge generated by shield tunneling excavation Yasuhito Sakai, Hanshin Expressway Co., Ltd., Japan
  • 20 T1-5 1 Compressive strength of fly ash geopolymer paste designed by Taguchi method Ali Akbar Ramezanianpour, Concrete Technology and Durability Research Center, Amirkabir University of Technology, Tehran, Iran,Fatemeh Alapour, Department of civil engineering, Amirkabir University of Technology, Tehran, Iran
  • 21 T1-5 2 CO2 sequestration in foamed controlled low strength materials Tarun R. Naik, UWM Center for By-Products Utilization, Department of Civil Engineering and Mechanics, University of WisconsinMilwaukee, Milwaukee, WI, USA,Rudolph N. Kraus, UWM Center for By-Products Utilization, Department of Civil Engineering and Mechanics, University of WisconsinMilwaukee, Milwaukee, WI, USA,Fethullah Canpolat, Yildiz Technical University, Faculty of Civil Engineering, Department. of Civil Engineering, Davutpasa Campus, Istanbul, Turkey
  • 22 T1-5 3 Geopolymer concrete for sustainable developments: opportunities, limitations, and future needs Tarun R. Naik, UWM Center for By-Products Utilization, University of Wisconsin - Milwaukee; Milwaukee, WI, USA,Rakesh Kumar, Rigid Pavements Division, Central Road Research Institute, New Delhi, India
  • 23 T1-5 4 The use of artificial neural network to predict compressive strength of geopolymers Dali Bondar, Faculty member of Ministry of Energy, Iran
  • 24 T1-5 5 Geo-polymer concrete as a new type of sustainable construction materials Dali Bondar, Faculty member of Ministry of Energy, Iran
  • 25 T1-6 1 Effect of limestone powder on high temperature resistance of self-consolidating micro-concrete Tayfun Uygunoğlu, Afyon Kocatepe University, Engineering Faculty, Civil Engineering Department, Afyonkarahisar, Turkey,Ilker Bekir Topçu, Osmangazi University, Engineering Faculty, Civil Engineering Department, Eskişehir, Turkey
  • 26 T1-6 2 The durability properties of high performance mortar with HCWA-DSF supplementary binder Cheah Chee Ban, School of Housing, Building and Planning, Universiti Sains Malaysia, Malaysia,Mahyuddin Ramli, School of Housing, Building and Planning, Universiti Sains Malaysia, Malaysia
  • 27 T1-6 3 Effect of temperature on basic creep of high performance concretes heated between 20℃ and 80℃ Thierry Vidal, Université de Toulouse ; UPS, INSA ; LMDC (Laboratoire Matériaux et Durabilité des Constructions), France,A. Sellier, Université de Toulouse ; UPS, INSA ; LMDC (Laboratoire Matériaux et Durabilité des Constructions), France,W. Ladaoui, Université de Toulouse ; UPS, INSA ; LMDC (Laboratoire Matériaux et Durabilité des Constructions), France,X. Bourbon, Agence Nationale pour la gestion des Déchets Radioactifs ; Direction Scientifique/Services Colis — Matériaux, France
  • 28 T1-6 4 Concrete surface strain measurement using moire fringes S. Tanoue, Keisoku Research Consultant Co., Japan,S. Umemoto, Keisoku Research Consultant Co., Japan,N. Miyamoto, Keisoku Research Consultant Co., Japan,T. Takaki2,I. Ishii, Hiroshima University, Japan,T. Aoyama, Hiroshima University, Japan
  • 29 T1-6 5 Observation for internal cracks of concrete affected by alkali-silica reaction and its compressive failure behavior Tomohiro Miki, Department of Civil Engineering, Kobe University, Japan,Yudai Miyagawa, Department of Civil Engineering, Kobe University, Japan,Koichiro Mastutani, Department of Civil Engineering, Kobe University, Japan
  • 30 T1-7 Keynote 4 CO2 utilization in concrete Yixin Shao, McGill University, Canada,Hilal EI-Hassan, American University of Dubai, UAE
  • 31 T1-7 1 Effect of porous ceramic coarse aggregate on strength development of high-strength fly ash concrete Yuko Ogawa, Hiroshima University, Japan,Naoki Doi, Hiroshima University, Japan,Kenji Kawai, Hiroshima University, Japan,Ryoichi Sato, Hiroshima University, Japan,Shinichiro Ishimori, The Chugoku Electric Power Co., Inc., Japan
  • 32 T1-7 2 Properties of sonochemically treated Libyan kaolin pozzolan clay Eshmaiel Ganjian, Department of Civil, Architecture and Building, Faculty of Engineering & Computing, Coventry University, UK,Homayoon Sadeghi-Pouya, Department of Civil, Architecture and Building, Faculty of Engineering & Computing, Coventry University, UK,Mohamed -A-Aboubakar, Department of Civil, Architecture and Building, Faculty of Engineering & Computing, Coventry University, UK,Mircea Vinatoru, Chemical and Health Faculty, Sonochemical Department, Coventry University, UK
  • 33 T1-7 3 Low carbon foot print binders for paving blocks Eshmaiel Ganjian, Department of Civil, Architecture and Building, Faculty of Engineering & Computing, Coventry University, UK,Ghassan Jalull, Architecture and Building Department, Faculty of Engineering & Computing, Coventry University, UK, and Department of Civil Engineering, Faculty of Engineering, Al Zawiya University, Al Zawiya, Libya,Homayoon Sadeghi-Pouya, Department of Civil, Architecture and Building, Faculty of Engineering & Computing, Coventry University, UK
  • 34 T1-8 1 Construction of precast segment bridge with consideration of biodiversity coservation -The New Tomei Expressway Matoba viaduct in Japan- Yuki Kaminaga, Sumitomo Mitsui Construction Co., Ltd., Japan,Kazuhiro Nishimura, Sumitomo Mitsui Construction Co., Ltd., Japan,Satoru Sugimura, Sumitomo Mitsui Construction Co., Ltd., Japan,Naoki Hagiwara, Central Nippon Expressway Co., Ltd. Head Office, Japan,Hirokazu Yokotsuka, Central Nippon Expressway Co., Ltd. Tokyo Branch Office, Japan
  • 35 T1-8 2 Estimating strength of SCC using non-destructive combined method Dallshad K.H. Bzeni, University of Salahaddin, Iraq,Muhammed A. Ihsan, University of Salahaddin, Iraq
  • 36 T1-8 3 Environmental life cycle assessment comparison between two bridge types: reinforced concrete bridge and steel composite bridge Guangli Du, Division of Structural Engineering and Bridges, KTH Royal Institute of Technology, Stockholm, Sweden,Raid Karoumi, Division of Structural Engineering and Bridges, KTH Royal Institute of Technology, Stockholm, Sweden
  • 37 T1-8 4 Project Marie: presentation and stage of development José Júlio Correia da Silva, University of Evora, Portugal,Pedro Henriques, University of Evora, Portugal
  • 38 T1-8 5 Health monitoring of RC decks with simplified impact test method Hiroshi Onishi, Iwate University, Japan
  • 39 T1-9 Keynote 20 Chloride penetration into reinforced concrete structure Boonchai Stitmannaithum, Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand,Hoang Quac Vu, Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand,Mien Van Tran, Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand
  • 40 T1-9 1 Evaluation of compressive strength of concrete using small diameter core Daisuke Yamamoto, Faculty of Engineering, Kyushu University, Japan,Hidenori Hamada, Faculty of Engineering, Kyushu University, Japan,Yasutaka Sagawa, Faculty of Engineering, Kyushu University, Japan,Toshiumi Hiromitsu, Faculty of Engineering, Kyushu University, Japan
  • 41 T1-9 2 Determination of kind of cement in hardened concrete by electron probe microanalyzer Daisuke Sawaki, Taiheiyo Consultant Co., Ltd., Japan,Haruka Takahashi, Taiheiyo Consultant Co., Ltd., Japan,Etsuo Sakai, Tokyo Institute of Technology, Japan
  • 42 T1-9 3 Road bridge brief inspection and input system with tablet computer Kou Ibayashi, Nagaoka National College of Technology, Japan,Yasushi Tanaka, Nagaoka University of Technology, Japan,Osamu Youda, Ohishigumi Co., Ltd., Japan,Kyuichi Maruyama, Nagaoka University of Technology, Japan
  • 43 T2-1 Keynote 15 Innovative maintenance and asset management for urban expressway structures Masaru Kawamura, Engineering Department, Hanshin Expressway Co., Ltd., Japan
  • 44 T2-1 1 Earthquake behavior of reinforced concrete frames subjected to rebar corrosion Isa Yuksel, Bursa Technical University, Department of Civil Engineering, Bursa, Turkey,Seda Coskan, Bulent Ecevit University, Zonguldak Vocational School, Department of Construction Technology, Zonguldak, Turkey
  • 45 T2-1 2 Effect of grout filling condition on corrosion of prestressing steel in existing prestressed concrete bridges Shu Kobayashi, Japan Prestressed Concrete Contractors Association, Japan,Yuichi Kitano, Japan Prestressed Concrete Contractors Association, Japan,Hideaki Taniguchi, Japan Prestressed Concrete Contractors Association, Japan,Yasushi Kunitomi, Japan Prestressed Concrete Contractors Association, Japan,Yoshitomi Kimura, Public Works Research Institute, Japan,Taku Hanai, Honshu-Shikoku Bridge Expressway Co., Ltd., Japan
  • 46 T2-1 3 Shear failure behavior of RC beam with corroded shear reinforcement Ryosuke Takahashi, University of Yamanashi, Japan
  • 47 T2-2 1 Shear resistance mechanisms of RC beams using U-shaped UFC permanent formwork with shear keys and bolts Puvanai Wrojjanapirom, Department of Civil Enginerring, Tokyo Institute of Technology, Japan,Koji Matsumoto, Department of Civil Enginerring, Tokyo Institute of Technology, Japan,Katsuya Kono, Research & Development Center, Taiheiyo Cement Corporation, Japan,Junichiro Niwa, Department of Civil Enginerring, Tokyo Institute of Technology, Japan
  • 48 T2-2 2 Seismic retrofitting method for underground reinforced concrete structures by embedding plate anchored shear reinforcement bars Keisuke Kawamura, Taisei Corporation, Japan,Susumu Okamoto, Taisei Corporation, Japan,Naoyuki Fukuura, Taisei Corporation, Japan,Takefumi Shindoh, Seiwa Renewal Works Corporation, Japan
  • 49 T2-2 3 Strengthening of prestressed concrete girders having sheath partially filled with grout Ken Watanabe, Railway Technical Research Institute, Japan,Toshiya Tadokoro, Railway Technical Research Institute, Japan,Yukihiro Tanimura, Railway Technical Research Institute, Japan
  • 50 T2-2 4 Influence of strengthening by ultra high strength fibre reinforced concrete panels on shear resisting mechanism and bond-slip behavior of low strength RC members Jian Wang, Department of Civil Engineering, Kobe University, Kobe, Japan,Hidenori Morikawa, Department of Civil Engineering, Kobe University, Kobe, Japan,Tetsuo Kawaguchi, Research and Development Center, Taiheiyo Cement Corporation, Chiba, Japan
  • 51 T2-2 5 Protection of building structures against corrosion: the new Russian codes Vyacheslav R. Falikman, Scientific Research Institute for Concrete and Reinforced Concrete, Russia,Nikolay K. Rozentahl, Scientific Research Institute for Concrete and Reinforced Concrete, Russia,Valentina F. Stepanova, Scientific Research Institute for Concrete and Reinforced Concrete, Russia
  • 52 T2-3 1 Physical and chemical properties of new ecological concrete reducing CO2 emissions below zero level by carbonation curing Takeshi Torichigai, Kajima Corporation, Japan,Kosuke Yokozeki, Kajima Corporation, Japan,Ichiro Yoshioka, The Chugoku Electric Power Co., Inc., Japan,Kenji Nakamoto, The Chugoku Electric Power Co., Inc., Japan,Minoru Morioka, Denki Kagaku Kogyo Co., Ltd., Japan,Takayuki Higuchi, Denki Kagaku Kogyo Co., Ltd., Japan
  • 53 T2-3 2 Development and demonstration of high-carbon CCPs and FGD by-products in permeable roadway base construction Tarun R. Naik, UWM Center for By-Products Utilization, Department of Civil Engineering and Mechanics, University of Wisconsin—Milwaukee, Milwaukee, WI, USA,Fethullah Canpolat, Yildiz Technical University, Faculty of Civil Engineering, Department. of Civil Engineering, Davutpasa Campus, Istanbul, Turkey,Rudolph N. Kraus, UWM Center for By-Products Utilization, Department of Civil Engineering and Mechanics, University of Wisconsin—Milwaukee, Milwaukee, WI, USA
  • 54 T2-3 3 Contribution of composite cements in reducing embodied CO2 Sevket Can Bostanci, Kingston University, London, UK,Mukesh Limbachiya, Kingston University, London, UK,Costas Georgopoulos, Kingston University, London, UK
  • 55 T2-3 4 Use of chemical additive for production of portland cement based binder with less CO2 Yohannes Lim, PT. Sika Indonesia, Indonesia
  • 56 T2-3 5 The packing system analysis required to evaluate CO2 emissions during whole building materials transportion M. Tamura, School of Architecture, Kogakuin University, Tokyo, Japan,Y. Nachi, Shimizu Corporation, Tokyo, Japan
  • 57 T2-4 1 Strengthening reinforced concrete beams using kenaf fiber reinforced polymer composite laminates Bhutta, M.A.R., Construction Research Centre (UTM CRC), Universiti Teknologi Malaysia, Johor, Malaysia,Nur Hafizah, A.K., Department of Structure and Materials, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor, Malaysia,Jamaludin, M.Y., Construction Research Centre (UTM CRC), Universiti Teknologi Malaysia, Johor, Malaysia,Warid, M.H., Construction Research Centre (UTM CRC), Universiti Teknologi Malaysia, Johor, Malaysia,Ismail, M., Construction Research Centre (UTM CRC), Universiti Teknologi Malaysia, Johor, Malaysia,Azman, M., Department of Engineering, Razak School of Engineering and Advanced Technology, Universiti Teknologi Malaysia, International Campus, Jalan Semarak, Kuala Lumpur, Malaysia
  • 58 T2-4 2 Concrete masonry blocks reinforced with local industrial hemp fibers and hurds Elie Awwad, Sustainable Materials and Structures, Civil and Environmental Engineering,Dominique Choueiter, Agricultural Engineering, Energy and Environment Unit, United Nations Development Program, Lebanon,Helmi Khatib, Civil and Environmental Engineering, American University of Beirut, Lebanon
  • 59 T2-4 3 Shear reinforcing effect of continuous fiber rope on reinforced concrete beams Kenzo Sekijima, Institute of Science and Technology, Kanto Gakuin University, Japan,,Masatoshi Satoh, Department of Civil and Environmental Engineering, Kanto Gakuin University, Japan,Junich Izumo, Department of Civil and Environmental Engineering, Kanto Gakuin University, Japan
  • 60 T2-4 4 Environmental durability of hybrid FRP girder Morio Kuirta, Technology Department of Civil Engineering, Shimizu Corporation, Tokyo, Japan,Itaru Nishizaki, Public Works Research Institute, Ibaraki, Japan,Takumi Shimomura, Nagaoka University of Technology, Niigata, Japan,Nobufumi Takeda, Technical Research Institute, Obayashi Corporation, Tokyo, Japan,Hiroshi Mutsuyoshi, Department of Civil Engineering, Saitama University, Saitama, Japan
  • 61 T2-4 5 Expansive and non-expansive calcium sulfoaluminate-based cements A. Telesca, Scuola di Ingegneria, University degli Studi della Basilicata, Potenza, Italy,M. Marroccoli, Scuola di Ingegneria, University degli Studi della Basilicata, Potenza, Italy,M. L. Pace, Scuola di Ingegneria, University degli Studi della Basilicata, Potenza, Italy,M. Tomasulo, Scuola di Ingegneria, University degli Studi della Basilicata, Potenza, Italy,G. L. Valentil, Scuola di Ingegneria, University degli Studi della Basilicata, Potenza, Italy,T.R. Naik, Department of Civil Engineering and Mechanics, University of Wisconsin, Milwaukee, USA
  • 62 T2-5 Keynote 10 Practices for sustainable development for concrete construction in Thailand Somnuk Tangtermsirikul, School of Civil Engineering and Technology Center Head, Construction & Maintenance Technology Research Center (CONTEC) Sirindhorn International Institute of Technology (SIIT), Thammasat University, Pathum Thani, Thailand
  • 63 T2-5 1 Semantic innovation: a driver for the innovation of construction materials Maria Antonia Barucco, IUAV University of Venice, Italy
  • 64 T2-5 2 Impact compacted non-cement concretes N. Ghafoori, Department of Civil and Environmental Engineering and Construction, University of Nevada Las Vegas, Las Vegas, Nevada, USA,M. Najimi, Department of Civil and Environmental Engineering and Construction, University of Nevada Las Vegas, Las Vegas, Nevada, USA
  • 65 T2-5 3 Study on the feasibility of FA-sand premixed sand and fly-ash K. Fukudome, Hazama Corparation, Japan,K. Kokado, Kanden Power Tech. Corporation, Japan,Y. Moriguchi, Kanden Power Tech. Corporation, Japan,N. Omae, Kanden Power Tech. Corporation, Japan,M. Sakamoto, Hazama Corparation, Japan
  • 66 T2-6 1 Effect of belt truss systems on the enhancement of progressive collapse of steel buildings Eltobgy, H.H., Civil Engineering Department, Faculty of Engineering at Shoubra, Cairo, Benha University, Egypt,Nabil, A., Civil Engineering Department, Faculty of Engineering at Shoubra, Cairo, Benha University, Egypt,Bakhoum, M.M., Structural Engineering Department, Faculty of Engineering, Cairo University, Egypt
  • 67 T2-6 2 Fatigue behavior in flexure of treated soils for sustainable railways structures Preteseille M., Institut Français des Sciences et des Technologies des Transports, de I'Aménagement et des Réseaux, France, Réseau Ferré de France, Nantes, France,Hornych P., Institut Français des Sciences et des Technologies des Transports, de I'Aménagement et des Réseaux, France,Lenoir T., Institut Français des Sciences et des Technologies des Transports, de I'Aménagement et des Réseaux, France
  • 68 T2-6 3 Push-out analysis on cyclic performance of group studs shear connector under biaxial load action Chen Xu, Graduate School of Science and Technology, Kanazawa University, Japan,Kunitomo Sugiura, Dept. of Civil and Earth Resources Engineering, Kyoto University, Japan
  • 69 T2-6 4 Characteristics of developed high-strength prestressing strand Y. Hayashi, Shinko Wire Company, Ltd. Research & Development Dept., Japan,M. Nakano, Shinko Wire Company, Ltd. Research & Development Dept., Japan,S. Sirahama, Shinko Wire Company, Ltd. Research & Development Dept., Japan,N. Yoshihara, Kobe Steel, Ltd. Wire Rod & Bar Products Development Department Research & Development Laboratory Iron & Steel Business, Japan
  • 70 T2-6 5 Reinforcement and dynamic behavior of polymer concrete for structural use Shinji Gomi, Technical Department, Central Plant, Sunrec Co., Ltd., Japan,Tomio Murano, Technical Department, Central Plant, Sunrec Co., Ltd., Japan,Kootaro Kobayashi, Technical Department, Central Plant, Sunrec Co., Ltd., Japan,Hiroyuki Yasuhara, Technical Department, Central Plant, Sunrec Co., Ltd., Japan
  • 71 T2-7 1 Production methods for improving the sustainability of ready mixed concrete Eric P. Koehler, Verifi, USA
  • 72 T2-7 2 Properties of concrete used in ferronickel slag aggregate Yuki Sakoi, Hachinohe Institute of Technology, Japan,Minoru Aba, Hachinohe Institute of Technology, Japan,Yoichi Tsukinaga, Hachinohe Institute of Technology, Japan,Shigeyoshi Nagataki, Hachinohe Institute of Technology, Japan
  • 73 T2-7 3 Properties and application of concrete made with sea water and un-washed sea sand Keisaburo Katano, Department of Production Engineering, Obayashi Corporation, Japan,Nobufumi Takeda, Department of Production Engineering, Obayashi Corporation, Japan,Yoshikazu Ishizeki, Department of Production Engineering, Obayashi Corporation, Japan,Keishiro Iriya, Department of Business Innovation, Obayashi Corporation, Japan
  • 74 T2-7 4 Environmental friendly concrete using giant reed as undesirable wild species Zainab Z. Ismail, Department of Environmental Engineering, University of Baghdad, Iraq,Ali J. Jaeel, Department of Civil Engineering, Wasit University, Wasit, Iraq
  • 75 T2-7 5 Development of a new type of environmentally friendly porous concrete Sonoko Ichimaru, Department of Environmental Systems Engineering, Ritsumeikan University, Japan,Yuki Yakai, Department of Environmental Systems Engineering, Ritsumeikan University, Japan,Shota Minato, Department of Environmental Systems Engineering, Ritsumeikan University, Japan,Takahisa Okamoto, Faculty of Environmental Systems Engineering, Ritsumeikan University, Japan
  • 76 T2-8 1 Expansion energy and hydration products of expansive mortar at different temperatures Mitsuo Ozawa, Gunma University, Division of Environmental Engineering Science, Japan,Kentaro Suhara, Denki Kagaku Kogyo K. K., Inorganic Materials Research Laboratory, Japan,Hiroaki Morimoto, Gifu University, Department of Civil Engineering, Japan
  • 77 T2-8 2 Evaluation of effect of aggregate properties on drying shrinkage of concrete Hikotsugu Hyodo, Taiheiyo Cement Corporation, R&O Center, Japan,Makoto Tanimura, Taiheiyo Cement Corporation, R&O Center, Japan,Ryoichi Sato, Hiroshima University, Japan,Kenji Kawai, Hiroshima University, Japan
  • 78 T2-8 3 Chemical resistance and wear for concrete protection systems to be used in biological treatment plants-laboratory testing and results Ylva Edwards, Swedish Cement & Concrete Research Institute, Sweden,Leif Fjllberg, Swedish Cement & Concrete Research Institute, Sweden
  • 79 T2-8 4 Influence of crack width limitation on the chloride penetration resistance and global warming potential of concrete slabs P. Van den Heede, Magnel Laboratory for Concrete Research, Ghent University, Ghent, Belgium,M. Maes, Magnel Laboratory for Concrete Research, Ghent University, Ghent, Belgium,N. De Belie, Magnel Laboratory for Concrete Research, Ghent University, Ghent, Belgium
  • 80 T2-8 5 Tensile stress and crack elimination in concrete floors and foundations Radim Cajka, VSB-Technical University, Ostrava, Czech Republic,Pavlina Mateckova, VSB-Technical University, Ostrava, Czech Republic,Martina Janulikova, VSB-Technical University, Ostrava, Czech Republic
  • 81 T2-9 1 3D phase diagram for pore water in cement-based materials Fuyuan Gong, Department of Civil Engineering, Hokkaido University, Japan,Evdon Sicat, Department of Civil Engineering, Hokkaido University, Japan,Tamon Ueda, Department of Civil Engineering, Hokkaido University, Japan,Dawei Zhang, College of Civil Engineering and Architecture, Zhejiang University, China
  • 82 T2-9 2 Effect of microstructure and moisture content on the electric conductivity of hardened cement paste Kiyofumi Kurumisawa, Facluty of Engineering, Hokkaido University, Japan,Toyoharu Nawa, Facluty of Engineering, Hokkaido University, Japan
  • 83 T2-9 3 Evaluation of mass transfer resistance of concrete based on representative pore size of permeation resistance Yuya Sakai, Institute of Industrial and Science, The University of Tokyo, Japan,Choji Nakamura, School of Engineering, The University of Tokyo, Japan,Toshiharu Kishi, Institute of Industrial and Science, The University of Tokyo, Japan
  • 84 T2-9 4 Modeling of chloride ion ingress and liquid water movement in mortars and concretes with low water-to-cement ratio Yuya Takahashi, Department of Civil Engineering, School of Engineering the University of Tokyo, Japan,Tetsuya Ishida, Department of Civil Engineering, School of Engineering the University of Tokyo, Japan
  • 85 T2-9 5 Sustainable construction materials — the Singapore experience Jitendra Pragji Desai, Head — Product Development, Cement & Construction Material, Ambuja Cements Limited, India.
  • 86 T3-1 Keynote 16 Evaluation of strength and maintenance methods for railway reinforced concrete structures with aged deterioration Ichiro Murata, West Japan Railway Company Co., Ltd., Japan,Takahiro Yoshida, West Japan Railway Company Co., Ltd., Japan,Yoshihiko Watanabe, West Japan Railway Company Co., Ltd., Japan
  • 87 T3-1 1 Maintenance management of ASR structures in Hanshin expressway Hideyuki Suzuki, Hanshin Expressway Co., Ltd., Japan,Yukio Adachi, Hanshin Expressway Co., Ltd., Japan,Yuki Iguchi, Hanshin Expressway Co., Ltd., Japan,Naota Sakamoto, Hanshin Expressway Engineering Co., Ltd., Japan
  • 88 T3-12 Investigation on the critical conditions of chloride attack in subway tunnels Tsutomu Yamamoto, Infrastructure Maintenance Dept., Tokyo Metro Co., Ltd., Tokyo, Japan,Yoshihiko Mutou, Infrastructure Maintenance Dept., Tokyo Metro Co., Ltd., Tokyo, Japan,Norihiko Ogura, Tokyo Office, Kokusai Structural Engineering Corp., Tokyo, Japan,Kazuhiro Kuzume, Kokusai Structural Engineering Corp., Osaka, Japan,Nobuaki Otsuki, Department of International Development Engineering, Graduate School of Engineering, Tokyo Institute of Technology, Tokyo, Japan
  • 89 T3-1 3 Structural safety assessment with dynamic characteristics of prestressed concrete structures Yuki Kurihara, Japan Prestressed Concrete Contractors Association, Japan,Yuichi Kitano, Japan Prestressed Concrete Contractors Association, Japan,Hideaki Taniguchi, Japan Prestressed Concrete Contractors Association, Japan,Yoshitomi Kimura, Public Works Research Institute, Japan,Taku Hanai, Honshu-Shikoku Bridge Expressway Co., Ltd., Japan
  • 90 T3-2 1 Performance of pretensioning prestressed concrete beams with ruptured strands flexurally strengthened by CFRP sheets Thi Thu Dung Nguyen, Dept. of Civil Engineering, Tokyo Institute of Technology, Japan,Koji Matsumoto, Dept. of Civil Engineering, Tokyo Institute of Technology, Japan,Asami lwasaki, Engineering Division, Civil Engineering Design Section, Fuji P.S Corporation, Japan,Yuji Sato, Engineering Division, Civil Engineering Design Section, Fuji P.S Corporation, Japan,Junichiro Niwa, Dept. of Civil Engineering, Tokyo Institute of Technology, Japan
  • 91 T3-2 2 Evaluation of vulnerable reinforced concrete frames retrofitted with pre-loaded thin panels P. Teymür, Civil Engineering Faculty, Structural and Earthquake Engineering Laboratory, Istanbul Technical University, Istanbul, Turkey,B. Güneş, Civil Engineering Faculty, Department of Civil Engineering, IU, Istanbul, Turkey
  • 92 T3-2 3 Flexural bond strength and fracture energy tests of concrete joint using simple beam specimen connected with concrete adhesives Ryo Yamashita, IHI Construction Service Co., Ltd., Japan,Masaya Okano, Kyoto University, Japan,Yukio Hiroi, IHI Construction Service Co., Ltd., Japan,Takashi Yamamoto, Kyoto University, Japan,Toyo Miyagawa, Kyoto University, Japan
  • 93 T3-2 4 A comparative study of different inorganic pastes for the development of fiber reinforced inorganic polymer (FRiP) strengthening technology Sarfraz Munir, Department of Civil & Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China,Jian-Guo Dai, Department of Civil & Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China,Zhu Ding, School of Civil Engineering, Shenzhen University Shenzhen, China
  • 94 T3-2 5 Repair and strengthening of RC member damaged by steel corrosion and verification of re-deterioration behavior Akihisa Kamiharako, Hirosaki University, Japan,Ken Kudo, Hirosaki University, Japan,Kai Sumita, Hirosaki University, Japan
  • 95 T3-3 Keynote 11 Rice husk ash as smart material to mitigate autogenous shrinkage in high (ultra-high) performance concrete Guang Ye, Microlab, Delft University of Technology, Faculty of Civil Engineering and Geosciences, The Netherlands,Nguyen Van Tuan, National University of Civil Engineering, Hanoi, Vietnam,H. Huang, Microlab, Delft University of Technology, Faculty of Civil Engineering and Geosciences, The Netherlands
  • 96 T3-3 1 Chemical transformation of rice husk ash morphology for impreving on early - aged characteristics of cementitios systems David Trejo, School of Civil & Construction Engineering, Oregon State University, Corvallis, OR, USA,Lapyote Prasittisopin, School of Civil & Construction Engineering, Oregon State University, Corvallis, OR, USA
  • 97 T3-3 2 Vibratory-placed non-cement and partially-cement concretes containing fluidized bed and pulverized coal combustions residues N. Ghafoori, Department of Civil and Environmental Engineering and Constraction, University of Nevada, Nevada, USA,M. Najimi
  • 98 T3-3 3 Optimization of cement content in concrete using additives Sujita Kumari, Indian Institute of Technology, Roorkee, India,Tarhasi Palamu, Indian Institute of Technology, Roorkee, India
  • 99 T3-4 Keynote 5 Properties of ecocement manufactured using large amounts of municipal waste incinerator ash - a contribution of cement industry in establishing a sustainable and recycling-based society- Satoshi Tanaka, Research & Development Center, Taiheiyo Cement Corporation, Japan
  • 100 T3-4 1 High-slag cement and structures for substantial reduction of energy and CO2 Toshio Yonezawa, Takenaka Corporation, Japan,Etsuo Sakai, Tokyo Institute of Technology, Japan,Kiyoshi Koibuchi, D.C Corporation, Japan,Tetsushi Kanda, Kajima Corporation, Japan,Yasuhiro Dan, Nippon Steel & Sumikin Blast Furnance Slag Cement Corporation, Japan,Takahiro Sagawa, Nippon Steel & Sumikin Cement Corporation, Japan
  • 101 T3-4 2 Performance of ternary blended cement systems suitable for ultrahigh strength concrete Kanako Mori, Taiheiyo Cement Corporation, Japan,Katsuya Kono, Taiheiyo Cement Corporation, Japan,Shunsuke Hanehara, Iwate University, Japan
  • 102 T3-4 3 The state of conservation of energy and usage of wastes in cement plants in Japan Shigeru Takahashi, Production & Environment Dept., Japan Cement Association, Japan,Hiroyuki Anzai, Production & Environment Dept., Japan Cement Association, Japan,Naoki Aoki, Production & Environment Dept., Japan Cement Association, Japan
  • 103 T3-5 1 Reduction of autogenous shrinkage of ultra-high-strength concrete containing silica fume-premix cement Yuji Mitani, Research & Development Center, Taiheiyo Cement Corporation, Japan,Shinpei Maehori, Research & Development Center, Taiheiyo Cement Corporation, Japan,Makoto Tanimura, Research & Development Center, Taiheiyo Cement Corporation, Japan
  • 104 T3-5 2 A study on the mechanical behaviour of the BFRP decks with fillers Yeou-Fong Li, Department of Civil Engineering, National Taipei University of Technology, Taiwan, R.O.C,Chia-Hou Wu, Department of Civil Engineering, National Taipei University of Technology, Taiwan, R.O.C
  • 105 T3-5 3 Field performance and durability of eco-friendly prestressed concrete sleeper Taehoon Koh, Korea Railroad Research Institute, Korea,Seonkeun Hwang, Korea Railroad Research Institute, Korea
  • 106 T3-5 4 Possibilities of development of advanced ceramic blocks for external masonry structures of low energy and passive constructions Jiří Zach, Brno University of Technology, Faculty of Civil Engineering Institute of Technology of Building Materials and Components, Brno, Czech Republic,Jitka Hroudová, Brno University of Technology, Faculty of Civil Engineering Institute of Technology of Building Materials and Components, Brno, Czech Republic,Martin Sedlamjer, Brno University of Technology, Faculty of Civil Engineering Institute of Technology of Building Materials and Components, Brno, Czech Republic
  • 107 T3-5 5 Non-traditional pervious concrete system to manage storm water run-off in urban neighborhoods: a pilot study Rishi Gupta, Department of Civil Engineering, British Columbia Institute of Technology, Canada,Amos Kim, Department of Civil Engineering, British Columbia Institute of Technology, Canada
  • 108 T3-6 Keynote 14 Evaluation method of degradation of anti-corrosion epoxy lining for concrete structures Masatoshi Kubouchi, Tokyo Institute of Technology, Japan
  • 109 T3-6 1 Degradation behavior of epoxy lining materials under corrosive conditions intended for biomass gas plant Tomoya Yui, Tokyo Institute of Technology, Japan,Aysha Sharmin, Tokyo Institute of Technology, Japan,Masatoshi Kubouchi, Tokyo Institute of Technology, Japan,Saiko Aoki, Tokyo Institute of Technology, Japan,Takashi Nabei, Konisi Co., Ltd., Japan
  • 110 T3-6 2 Evaluation method on bond property of concrete surface coating system Takuji Yamada, Japan Paint Inspection and testing Association, Japan,Yoichi Tsukuda, Japan Paint Inspection and testing Association, Japan,Takashi Yamamoto, Dept. of Civil and Earth Resources Eng., Kyoto University, Japan,Minoru Kunieda, Dept. of Civil Eng., Nagoya University, Japan,Toyoaki Miyagawa, Dept. of Civil and Earth Resources Eng., Kyoto University, Japan
  • 111 T3-6 3 About construction of concrete anticorrosion coating in high humidity environments Keisuke Inoue, Nippon Jikkou Co., Ltd., Japan
  • 112 T3-7 1 Potential use of gypsum as recyclable material Thaís Mayra de Oliveira, Federal University of Juiz de Fora, Brazil,Marceile Torga, Federal University of Juiz de Fora, Brazil,Samantha De Castro Schuber, Federal University of Juiz de Fora, Brazil
  • 113 T3-7 2 An apt material model to predict creep and shrinkage behavior of HPC concrete Banti A. Gedam, Civil Engineering Department, Indian Institute of Technology-Roorkee, Uttarakhand, India,Akhil Upadhyay, Civil Engineering Department, Indian Institute of Technology-Roorkee, Uttarakhand, India,N.M. Bhandari, Civil Engineering Department, Indian Institute of Technology-Roorkee, Uttarakhand, India
  • 114 T3-7 3 Study of mechanical and durability aspects of sustainable self compacting concrete made from building demolished concrete wastes C. Sumanth Reddy, National Institute of Technology, Warangal, India,K.V.Ratna Sai, National Institute of Technology, Warangal, India,Vikram Singh Thakur, National Institute of Technology, Warangal, India,Vikas Khatuja, National Institute of Technology, Warangal, India,Dr.P. Rathish Kumar, National Institute of Technology, Warangal, India
  • 115 T3-7 4 Thermal environment of chinese residential buildings with different thermal insulation materials in hot-summer-and-cold-winter zone of China Zengfeng Yan, School of Architecture, Xi'an University of Architecture and Technology, Xi'an, China,Shuyun Wu, School of Architecture, Xi'an University of Architecture and Technology, Xi'an, China,Yanjun Li, School of Architecture, Xi'an University of Architecture and Technology, Xi'an, China,Ruihua Shang,Zhewei Li, School of Architecture, Xi'an University of Architecture and Technology, Xi'an, China
  • 116 T3-7 5 Study of environmentally friendly concrete using limestone powder as an admixture Shohei Kimura, Mitsubishi Materials Corporation, Japan,Toyokazu Nishida, Mitsubishi Materials Corporation, Japan,Hideaki Nakayama, Mitsubishi Materials Corporation, Japan,Noboru Takao, Mitsubishi Materials Corporation, Japan
  • 117 T3-8 Keynote 3 JCI guidelines for control of cracking of mass concrete 2008 Ryoichi Sato, Hiroshima University, Japan,Shigeyuki Sogo, Hiroshima Institute of Technology, Japan,Tsutomu Kanazu, Central Research Insititute of Electric Power Industry, Japan,Toshiharu Kishi, The University of Tokyo, Japan,Takafumi Noguchi, The University of Tokyo, Japan,Toshiaki Mizobuchi, Hosei University, Japan,Shingo Miyazawa, Ashikaga Institute of Technology, Japan
  • 118 T3-8 1 Cracking sensibility of slag cement concrete at early age A. Darquennes, ENS Cachan, France,F. Benboudjema, ENS Cachan, France
  • 119 T3-8 2 Experimental investigation for improving shrinkage cracking resistance of BFS blended cement concrete exposed to hot environment T. Kanda, Kajima Technical Research Institute, Japan,H. Momose, Kajima Technical Research Institute, Japan,K. Yoda, Kajima Technical Research Institute, Japan,A. Shintani, Tokyo Building Construction Division, Kajima Corporation, Japan
  • 120 T3-8 3 Examination on the improvement of crack resistance of the concrete using blast-furnace slag cement Naoya Kanbe, Sumitomo Osaka Cement Co., Ltd., Cement/Concrete Research Laboratory, Japan,Hirofumi Tanahashi, Sumitomo Osaka Cement Co., Ltd., Cement/Concrete Research Laboratory, Japan,Yuichi Otabe, Sumitomo Osaka Cement Co., Ltd., Cement/Concrete Research Laboratory, Japan
  • 121 T3-9 Keynote 6 Evaluation methods of concrete carbonation suppressive performance of surface coating Kenji Motohashi, Shibaura Institute of Technology, Japan
  • 122 T3-9 1 Use of photocatalytic products for sustainable construction development T. De Marco, CTG Italcementi Group, Italy,G. Fava, Universita Politecnica delle Marche, Italy,G.L. Guerrini,G. Manganelli,G. Moriconi, Universita Politecnica delle Marche, Italy,L. Riderelli, Universita Politecnica delle Marche, Italy
  • 123 T3-9 2 Study on drying shrinkage strain and moisture transfer in concrete with finish coating materials Takuya Hasegawa, Hokkaido University, Japan,Osamu Senbu, Hokkaido University, Japan
  • 124 T3-9 3 An effective way to incorporate nano-TiO2 in photocatalytic cementitious materials Ming Zhi Guo, Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong,Chi Sun Poon, Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong
  • 125 T4-1 Keynote 17 The current situation and maintenance of the expressway in Japan Kenji Otsu, Nippon Expressway Research Institute Co., Ltd., Japan
  • 126 T4-1 1 A study on the reinforced concrete column with the alkali-silica reaction in hanshin expressway viaducts Tsutomu Nishioka, Hanshin Expressway Engineering Co., Ltd., Japan,Hideyuki Suzuki, Hanshin Expressway Co., Ltd., Japan,Yuki Iguchi, Hanshin Expressway Co., Ltd., Japan,Naota Sakamoto, Hanshin Expressway Engineering Co., Ltd., Japan
  • 127 T4-1 2 Investigation of deteriorated RC slabs on steel girder by chloride attack of deicing salt Kiyoshi Honjo, West Nippon Expressway Co., Ltd., Japan,Norio Fujiwara, Kokusai Structural Engineering Corp., Japan
  • 128 T4-1 3 Life cycle cost of road bridges affected by salt attack on the sea of Japan coast in Niigata Prefecture Yasushi Tanaka, Nagaoka University of Technology, Japan,Kyuichi Maruyama, Nagaoka University of Technology, Japan
  • 129 T4-2 1 Corrosion behavior of reinforcing steel in cement mortars containing EAF dust Fahad M. Almutlaq, SABIC Technology Center, Saudi Arabia,Zia Chaudhary, SABIC Technology Center, Saudi Arabia
  • 130 T4-2 2 Effective use of structural materials in sustainable design Ali Osman Kuruscu, Yildiz Technical University, Architecture Faculty, Istanbul, Turkey,Z. Canan Girgin, Yildiz Technical University, Architecture Faculty, Istanbul, Turkey
  • 131 T4-2 3 Evaluation of sulfuric acid resistant mortar as a corrosion protection method for sewerage facilities Hiroyuki Fujimoto, Japan Sewage Works Agency, Japan,Fumio Mishina, Japan Concrete Erosion Prevent Association, Japan,Kouji Onishi, Ube Industries, Ltd., Japan,Katsuichi Miyaguchi, Denki Kagaku Kogyo Kabushiki Kaisha, Japan
  • 132 T4-2 4 Study on an applicable evaluation of surface impregnant based on drying and wetting test Shoichiro Hashimoto, Dept. of Natural Science and Technology, Kanazawa University Graduate School, Japan,Yoshimori Kubo, Dept. of Civil Engineering, Kanazawa University, Japan,Yasunori Hashizume, West Nippon Expressway Engineering Kansai Co., Ltd., Japan,Takehiro Kamamoto, West Nippon Expressway Co., Ltd., Japan,Yoshiyuki Momiyama, West Nippon Expressway Engineering Kansai Co., Ltd., Japan
  • 133 T4-2 5 Performance of silane water repellant and flexible PCM coating applied on ASR deteriorated structures after over 20 yaers Mikio Wakasugi, Sumitomo Osaka Cement Co., Ltd.,Makoto Yamamoto, Sumitomo Osaka Cement Co., Ltd.,Hiroyuki Sakakibara, Sumitomo Osaka Cement Co., Ltd.,Toyo Miyagawa, Kyoto University, Japan
  • 134 T4-3 1 Effect of water content on the development of fly ash-based geopolymers in heat and ambient curing conditions Jiting Xie, School of Engineering and Information Technology, University of New South Wales Canberra, Australia,Obada Kayali, School of Engineering and Information Technology, University of New South Wales Canberra, Australia
  • 135 T4-3 2 Investigation of the behaviours of geopolymer mortar after heating to elevated temperatures D.V. Dao, Institute of Civil Engineering, University of Transport and Communications, Viet Nam,J.P. Forth, School of Civil Engineering, University of Leeds, Leeds, UK
  • 136 T4-3 3 Study on dry-wet cyclic resistance of geopolymer mortars using blended ash from agro-industrial waste Hussin, M.W., Construction Research Centre (UTM CRC), University Teknologi Malaysia, Johor, Malaysia,Nur Farhayu, A., Department of Structures and Materials, Faculty of Civil Engineering, University Teknologi Malaysia, Johor, Malaysia,Bhutta, M.A.R., Construction Research Centre (UTM CRC), University Teknologi Malaysia, Johor, Malaysia,Nor Hasanah A.S.L., Department of Structures and Materials, Faculty of Civil Engineering, University Teknologi Malaysia, Johor, Malaysia
  • 137 T4-3 4 The rheological and mechanical properties of self-compacting concrete with high calcium fly ash Tomasz Ponikiewski, Silesian University of Technology, Poland,Jacek Golaszewski, Silesian University of Technology, Poland
  • 138 T4-3 5 Changes in pore structure by a silicate-based surface penetrant and their effects on mechanical and transport properties in cement pastes Shingo Watanabe, Kanazawa University, Japan,Shin-ichi Igarashi, Kanazawa University, Japan
  • 139 T4-4 1 Progress with CEM-Zero Peter A. Claisse, Coventry University, Construction Materials Applied Research Group, UK,David Gore, Coventry University, Construction Materials Applied Research Group, UK,Seema Karami, Mott Macdonald, Australia,Homayoon Pouya, Coventry University, Construction Materials Applied Research Group, UK,Esmaiel Ganjian, Coventry University, Construction Materials Applied Research Group, UK
  • 140 T4-4 2 Effect of different MgO on the hydration of MgO-activated granulated ground blastfurnace slag paste Fei Jin, Department of Engineering, University of Cambridge, UK,Adel Abdollahzadeh, Department of Engineering, University of Cambridge, UK,Abir Al-Tabbaa, Department of Engineering, University of Cambridge, UK
  • 141 T4-4 3 A preliminary study on the effect of separate addition of lignosulfonate superplasticiser and waterglass on the rheological behaviour of alkali-activated slags Jun Ren, Department of Civil, Environmental and Geomatic Engineering, University College London, London, UK,Yun Bai, Department of Civil, Environmental and Geomatic Engineering, University College London, London, UK,Martyn J. Earle, The Queen's University Ionic Liquid Laboratories (QUILL) Research Centre, Queens University Belfast, Belfast, UK,Changhui Yang, College of Materials and Engineering, Chongqing University, China
  • 142 T4-4 4 Long-term investigation of the properties on slag and fly ash cement and the appropriate curing condition Yasutomo Ueki, Nippon Steel & Sumikin Blast-Furnace Slag Cement Co., Ltd., Japan,Yusuke Ohtsuka, Nippon Steel & Sumikin Blast-Furnace Slag Cement Co., Ltd., Japan,Shinya Hiramoto, Nippon Steel & Sumikin Blast-Furnace Slag Cement Co., Ltd., Japan,Yasuhiro Dan, Nippon Steel & Sumikin Blast-Furnace Slag Cement Co., Ltd., Japan
  • 143 T4-4 5 Influence of portland pozzolana cement on the service life of reinforced concrete under chloride attack Bhaskar Sangoju, CSIR-Structural Engineering Research Centre (SERC), Council of Scientific and Industrial Research (CSIR) Campus, Chennai, India,Radhakrishna G. Pillai, Indian Institute of Technology Madras (IITM), Chennai, India,Ravindra Gettu, Indian Institute of Technology Madras (IITM), Chennai, India,B.H. Bharatkumar, CSIR-Structural Engineering Research Centre (SERC), Council of Scientific and Industrial Research (CSIR) Campus, Chennai, India,Nagesh R. Iyer, CSIR-Structural Engineering Research Centre (SERC), Council of Scientific and Industrial Research (CSIR) Campus, Chennai, India
  • 144 T4-5 1 Study on the utilization of waste from manufacture of cement-bonded particleboards in their re-production Tomas Melichar, Brno University of Technology, Faculty of Civil Engineering, Department of Technology of Building Materials and Components, Czech Republic,Jiri Bydzovsky, Brno University of Technology, Faculty of Civil Engineering, Department of Technology of Building Materials and Components, Czech Republic
  • 145 T4-5 2 Study of mix proportion and quality control of porous concrete pavement used on urban expressway tunnel Yoshihiko Takada, Hanshin Expressway Co., Ltd., Osaka, Japan,Eisaku Nakayama, Hanshin Expressway Co., Ltd., Osaka, Japan,Takeshi Suzuki, Hanshin Expressway Co., Ltd., Osaka, Japan
  • 146 T4-5 3 Innovative solutions for the use of high sulfate content materials as aggregates for concrete Chaussadent T., IFSTTAR, France,Colas J., IFSTTAR, France,Divet L., IFSTTAR, France,Monin N., LTF, France,Lavaud S., IFSTTAR, France,Burdin J., Consulting Engineer, France
  • 147 T4-5 4 Effect of a calcium silicate hydrate-type accelerator on the hydration and the early strength development of concrete cured at 5 or at 20 degrees centigrade Harutake Imoto, BASF Japan Ltd., Japan,Akira Ohta, BASF Japan Ltd., Japan,Qiuling Feng, BASF Construction Chemicals Asia Pacific, China,Luc Nicoleau, BASF Construction Chemicals GmbH, Germany
  • 143 T4-5 5 Optimal design criteria for recycled aggregate concrete Vivian W.Y. Tam, University of Western Sydney, School of Computing, Engineering and Mathematics, Australia,Duangthidar Kotrayothar, Nakhon Ratchasima Rajabhat University, Thailand,Jianzhaang Xiao, Department of Building Engineering, College of Civil Engineering, Tangji University, Shanghai, China
  • 149 T4-6 1 Effect of NaOH activation on ettringite in concrete containing ground granulated blast furnace slag M.S.H. Khan, School of Engineering and Information Technology, University of New South Wales at the Australian Defence Force Academy, Australia,O. Kayali, School of Engineering and Information Technology, University of New South Wales at the Australian Defence Force Academy, Australia
  • 150 T4-6 2 Strength and durability of concrete with blast furnace slag Paweena Jariyathitipong, Landes Co., Ltd., Japan,Kazuyoshi Hosotani, Landes Co., Ltd., Japan,Takashi Fujii, Okayama University, Japan,Toshiki Ayano, Okayama University, Japan
  • 151 T4-6 3 Durability of concrete composites containing fly ash and blast furnace slag for use in precast concrete products Hiroki Sugi, The University of Tokushima, Japan,Masayuki Tsukagoshi, The University of Tokushima, Japan,Takao Ueda, The University of Tokushima, Japan
  • 152 T4-6 4 Self-healing of cracks by using saturated calcium hydroxide solution to activate slag in slag cementitious materials Haoliang Huang, Microlab, Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands,Guang Ye, Microlab, Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands
  • 153 T4-6 5 Durability of concretes containing ground granulated blast furnace GGBS against sulfate attack A.A. Ramezanianpour, Department of Civil and Environmental engineering, Amirkabir University Of Technology, Tehran, Iran,S. Atarodi, Department of Civil and Environmental engineering, Amirkabir University Of Technology, Tehran, Iran,M. Sami, Department of Civil and Environmental engineering, Amirkabir University Of Technology, Tehran, Iran
  • 154 T4-7 1 Field trials using recycled glass as natural sand replacement and powdered glass as cementitious materials replacement in concrete pavements Ion Dumitru, Boral Construction Materials, Australia,Tony Song, Boral Construction Materials, Australia,Bob Bornstein, Boral Construction Materials, Australia,Phillip Brooks, Roads & Maritine Services, Australia,Justin Moss, Roads & Maritine Services, Australia
  • 155 T4-7 2 Eco-pad in-situ mixed concrete pavement with a 93% to 100% total recycled content pavement Bruce W. Ramme, We Energies,Art Covi, We Energies,Tarun R. Naik, UWM Center for By-Products Utilization, University of Wisconsin-Milwaukee
  • 156 T4-7 3 Research on the abrasion resistance of concrete with nano-SiO2, super-fine slag and rubber powder Zhen He, State Key Laboratory of Water Resource & Hydropower Engineering Science, Wuhan University, Wuhan, China,Xiaorun Chen, State Key Laboratory of Water Resource & Hydropower Engineering Science, Wuhan University, Wuhan, China,Huamei Yang, State Key Laboratory of Water Resource & Hydropower Engineering Science, Wuhan University, Wuhan, China,Xinhua Cai, State Key Laboratory of Water Resource & Hydropower Engineering Science, Wuhan University, Wuhan, China
  • 157 T4-7 4 Modification of bitumen by recycled post-consumer low density polyethylene with surface activated using air ion irradiation Perviz Ahmedzade, Department of Civil Engineering, Ege University, Izmir, Turkey,Alexander Fainleib, Institute of Macromolecular Chemistry of the National Academy of Sciences of Ukraine (NASU), Kyiv, Ukraine,Olga Grigoryeva, Institute of Macromolecular Chemistry of the National Academy of Sciences of Ukraine (NASU), Kyiv, Ukraine,Taylan Gunay, Department of Civil Engineering, Ege University, Izmir, Turkey,Baurzhan Kultayev, Department of Civil Engineering, Ege University, Izmir, Turkey,Victor Sakhno, Institute of Nuclear Research of NASU, Kyiv, Ukraine,Olga Starostenko, Institute of Macromolecular Chemistry of the National Academy of Sciences of Ukraine (NASU), Kyiv, Ukraine,Tetyana Kovalinska, Institute of Nuclear Research of NASU, Kyiv, Ukraine
  • 158 T4-7 5 An investigation of the suitability of pottery cull for aggregate replacement in concrete Jacob S. Wurtz, Milwaukee School of Engineering, now Engineer in Training, Kiewit Power Engineers, Lenexa, KS, USA,Craig S. Lieffring, Milwaukee School of Engineering, now Engineer, Kohler Company, Kohler, WI, USA,John A. Zachar, Civil and Architectural Engineering and Construction Management Dept. Milwaukee School of Engineering, Milwaukee WI, USA
  • 159 T4-8 1 Hybrid reinforcement in SRCC concrete Dominik Logon, Institute of Building Engineering, Technical University of Wroclaw, Poland
  • 160 T4-8 2 The rheological and mechanical properties of the SRCC composites Dominik Logon, Institute of Building Engineering, Technical University of Wroclaw, Poland
  • 161 T4-8 3 Investigation of fracture parameters of self-compacting concrete produced with marble powder by peak-load method Kursat Esat Alyamac, Firat University Engineering Faculty Civil Engineering Department, Turkey,Ragip Ince, Firat University Engineering Faculty Civil Engineering Department, Turkey
  • 162 T4-3 4 A study of drying shrinkage for securing durability of PC bridge Ryoichi Kawanaka, P.S.Mitsubishi Concstruction Co., Ltd., Japan,Hitoshi Kobayashi, P.S.Mitsubishi Concstruction Co., Ltd., Japan,Tsutomu Sakimoto, Ministry of Land, Infrastructure, Transport and Tourism, Japan,Toshiki Ayano, Okayama University, Japan,Toyo Miyagawa, Kyoto University, Japan
  • 163 T4-8 5 Examination of load distribution factors for various bridge types Ahmed Abdel-Mohti, Civil Engineering Department, Ohio Northern University,Bradley Annan, Special Projects Divisions, Turner Construction Company
  • 164 T4-9 Keynote 7 Deterioration control of concrete structures by surface coatings methods Takayuki Sato, Dai Nippon Toryo Co., Ltd., Japan
  • 165 T4-9 1 Evaluation of durability of concrete for applying slipforming to construction of prestressed concrete outer tank for LNG storage Shunsuke Ohnishi, Osaka Gas Co., Ltd., Japan,Takeyoshi Nishizaki, Osaka Gas Co., Ltd., Japan,Kuniaki Sakurai, Obayashi Corporation, Japan,Yuichi Yajima, Obayashi Corporation, Japan
  • 166 T4-9 2 The recent progress of protecting engineering for cement concrete Kanemasa Nomaguchi, Plastics Lining Association, Japan,Akiko Yokoyama, Plastics Lining Association, Japan,Hiroshi Nakajima, Fuji Resin Co., Ltd., Japan
  • 167 T4-9 3 Study on alumina cement based sulfuric acid resistant mortar Kouji Onishi, Ube Industries, Ltd., Japan,Makoto Nukita, Ube Industries, Ltd., Japan,Yasuhiko Toda, Ube Industries, Ltd., Japan,Hiroyuki Fujimoto, Japan Sewage Works Agency, Japan
  • 21st Aug (Wednesday)
  • 1 W1-1 K-1 Modeling of coupled mass transport and chemical equilibrium in cement-solidified soil contaminated with heavy metal ion Tetsuya Ishida, Department of Civil Engineering, School of Engineering, The University of Tokyo, Japan,Yuya Takahashi, Department of Civil Engineering, School of Engineering, The University of Tokyo, Japan
  • 2 W1-1 K-2 Durability of fly ash concrete in salt-laden environment Takafumi Sugiyama, Environmental Material Engineering Laboratory, Hokkaido University, Japan
  • 3 W1-1 K-3 Effect of pozzolan on cement-bentonite interaction in nuclear waste management Kenichiro Nakarai, Hiroshima University, Japan,Yuki Yokoyama, Yokohama National University, Japan
  • 4 W1-1 K-4 A study on strength of self-disintegration vegetation base mixing unused resource and expansive admixture Masahiro Hyodo, Faculty of Agriculture, Tottori University, Japan,Shushi Sato, Faculty of Agriculture, Kochi University, Japan,Kohei Abe, Izucon Corporation, Japan,Tsuguhiro Nonaka, Faculty of Life and Environmental Science, Shimane University, Japan
  • 5 W1-2 O-1 Shrinkage characteristic of alkali-activated slag cements Christopher Cartwright, Pennsylvania State University, USA,Farshad Rajabipour, Pennsylvania State University, USA,Aleksandra Radlińska, Pennsylvania State University, USA
  • 6 W1-2 O-2 Characterization of alkali activated slag gel using nano-indentation Berhan S. Gebregziabiher, Department of Civil and Environmental Engineering, Clarkson University, Potsdam, NY, USA,Sulapha Peethamparan, Department of Civil and Environmental Engineering, Clarkson University, Potsdam, NY, USA
  • 7 W1-2 O-3 Chloride penetration profiles in existing harbor structures Nobuaki Otsuki, Tokyo Institute of Technology, Japan,Takahiko Amino, Toa Construction, Japan,Takahiro Nishida, Tokyo Institute of Technology, Japan
  • 8 W1-3 1 Trend of utilizing silica fume in concrete and Japanese industrial standard (JIS A 6207) Shigeyoshi Nagataki, Tokyo Institute of Technology, Japan,Hiroshi Jinnai, Technology Center, Taisei Corporation, Japan,Hironori Yoshizawa, Elkem Japan K.K., Japan,Hiroyasu Naruse, Cement Research Institute, Mitsubishi Materials Corporation, Japan
  • 9 W1-3 2 Influence of a low-activity slag and silica fume on the fresh properties and durability of high performance self-consolidating concrete A.A. Ramezanianpour, Concrete Technology and Durability Research Center, Amirkabir University of Technology, Tehran, Iran,A. Kazemian, Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran,M. Nikravan, Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran,A. Mahpur, Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran,M.A. Moghadam, Department of Civil Engineering, Amirkabir University of Technology, Tehran, Iran
  • 10 W1-3 3 The relationships between setting time and early age strength of concrete containing silica fume, fly ash and slag Mahmoud Nili, Civil Eng., Dept., Bu-Ali Sina University Hamedan Iran,Mohsen Tadayon, Civil Eng., Dept., Bu-Ali Sina University Hamedan Iran,Mojtaba Nili, Civil Eng., Dept., Bu-Ali Sina University Hamedan Iran
  • 11 W1-3 4 Oxygen and chloride ion diffusion in concrete using silica fume, blast furnace slag and fly ash Tatsuhiko Saeki, Niigata University, Japan,Michio Kikuchi, Niigata University, Japan,Yuya Suda,Tsuyoshi Saito, Niigata University, Japan
  • 12 W1-3 5 The aggregation status of nanosilicas and silica fume, used in cementitious mixtures Hesam Madani, Dept. of Civil Engineering, Kerman Graduate University of Technology, Iran.,Alireza Bagheri, Dept. of Civil Engineering, K.N.Toosi University of Technology, Tehran, Iran.,Tayebeh Parhizkar, Building and Housing Research Center, Tehran, Iran.,Amirmaziar Raisghasemi, Building and Housing Research Center, Tehran, Iran.,Aliakbar Ramezanianpoor, Dept. of Civil Engineering, Amirkabir University of Technology, Iran.
  • 13 W1-4 1 Evaluation of maintenance methods for ASR-damaged structures in Hokuriku district, Japan Masahiro Nomura, Central Nippon Highway Engineering Nagoya Corp. Kanazawa branch, Japan,Akinori Komastubara, Central Nippon Expressway Corp. Takayama Maintenance/Customer Service Center, Japan,Kazunari Fujimoto, Central Nippon Highway Engineering Nagoya Corp. Kanazawa branch, Japan,Kazuyuki Torii, Dept. of Environmental Design, Kanazawa University, Japan
  • 14 W1-4 2 Repair performance of re-injecting of lithium-nitrite-containing solution and grout on corroded PC tendons due to antifreeze agents Tomoshige Kamotani, P.S.Mitsubishi Construction Co., Ltd., Japan,Toshiyuki Aoyama, P.S.Mitsubishi Construction Co., Ltd., Japan,Hidenori Morikawa, Kobe University, Japan
  • 15 W1-4 3 An exprerimental study on the performance of reinforced concrete members subjected to repeated huge earthquakes damages and repair Tatsuya Nihei, Railway Technical Research Institute, Japan,Tadatomo Watanabe, Hokubu Consultant Co., Ltd., Japan,Yukihiro Tanimura, Railway Technical Research Institute, Japan,Masaru Okamoto, Railway Technical Research Institute, Japan,Kyuichi Maruyama, Nagaoka University of Technology, Japan
  • 16 W1-4 4 Experimental study on residual bond strength between post-installed rebar and concrete after elevated temperatures Chi-Ping Wang, Department of Civil Engineering, Feng Chia University, Taiwan,Shengmin Wu, Department of Construction Engineering, Chaoyang University of Technology, Taiwan,Chun Hao Chen, Department of Civil Engineering, Feng Chia University, Taiwan,Bo Hsuan Chen, Department of Civil Engineering, Feng Chia University, Taiwan
  • 17 W1-4 5 Design of sustainable reinforced concrete structures assisted by numerical simulations Cervenka Jan, Cervenka Consulting Ltd., Czech Republic,Pukl Radomir, Cervenka Consulting Ltd., Czech Republic,Cervenka Vladimir, Cervenka Consulting Ltd., Czech Republic
  • 18 W1-5 1 An investigation of the effects of aggregate replacement with pottery cull in concrete Jacob S. Wurtz, Milwaukee School of Engineering, now Engineer in Training, Kiewit Power Engineers, Lenexa, KS, USA,John A. Zachar, Civil and Architectural Engineering and Construction Management Dept. Milwaukee School of Engineering, Milwaukee WI, USA
  • 19 W1-5 2 Mechanical properties of prestressed ultra high strength concrete beam with a molten slag as fine aggregate H. Asai, Sumitomo Mitsui Construction Co., Ltd., Japan,S. Ohta, Ministry of Defense, Chugoku-Shikoku Defense Bureau, Hiroshima, Japan,R. Sato, Graduate School of Engineering, Hiroshima University, Hiroshima, Japan,M. Suzuki, P.S. Mitsubishi Construction Co., Ltd., Kanagawa, Japan
  • 20 W1-5 3 Applicability of sewage sludge ash (SSA) for paving materials: a study on using SSA as filler for asphalt mixture and base course material Yoshiyuki Sato, Department of Prefectural Land Development, Iwate Prefectural Government, Japan,Tetsuya Oyamada, Faculty of Technology, Department of Civil Environmental Engineering, Iwate University, Japan,Shunsuke Hanehara, Faculty of Technology, Department of Civil Environmental Engineering, Iwate University, Japan
  • 21 W1-5 4 Distribution of chloride in municipal solid waste incineration bottom ash Shuo Yang, Department of Urban and Environmental Engineering, Kyushu University, Japan,Amirhomayoun Saffarzadeh, Department of Urban and Environmental Engineering, Kyushu University, Japan,Takayuki Shimaoka, Department of Urban and Environmental Engineering, Kyushu University, Japan,Takashi Kawano, Energy & Environmental Development Dept., Takuma Co., Ltd., Japan
  • 22 W1-5 5 Mechanical properties of cement-bonded composite board produced from aseptic carton waste R. Parichatprecha, Department of Civil Engineering,Naresuan University, Phitsanuloke, Thailand.,P. Paoleng, Department of Civil Engineering,Naresuan University, Phitsanuloke, Thailand.,T. Phenrat, Department of Civil Engineering,Naresuan University, Phitsanuloke, Thailand.,P. Jitsangiam, Department of Civil Engineering,Curtin University, Perth, Australia
  • 23 W1-6 1 Prediction of chloride ion penetration for concrete impregnated with silane water-repellent material Hirokazu Tanaka, Shimizu Corporation, Japan,Mono Kurita, Shimizu Corporation, Japan,Toyo Miyagawa, Kyoto University, Japan
  • 24 W1-6 2 Effect of application timing of silicate-based surface penetrants on the mass transport properties of concrete Nozomu Someya, Department of Civil Engineering, Graduate School of Science and Technology, Tokyo University of Science,Yoshitaka Kato, Department of Civil Engineering Faculty of Science and Technology Tokyo University of Science, Japan
  • 25 W1-6 3 Fundamental study on the effectiveness of nitrite for polymer-cement mortar Hirotaka Hazehara, Fukuoka University, Japan,Masashi Soeda, Fukuoka University, Japan,Ryo Matsumoto, Fukuoka University, Japan,Shinichiro Hashimoto, Fukuoka University, Japan
  • 26 W1-6 4 Study of the applicability of the concrete protection method by sulfuric acid-proof mortar Kenichi Fujisawa, Nippon Jikkou Co., Ltd., Japan,Keisuke Inoue, Nippon Jikkou Co., Ltd., Japan
  • 27 W1-8 5 Development of an evaluation system for comprehensive environmental performance of finishing materials Hidemitsu Koyanagi, Taisei Corporation, Japan,Yoshie Takahashi, Taisei Corporation, Japan,Sumihiro Tomita, Taisei Corporation, Japan,Toshihiko Nagao, Taisei Corporation, Japan
  • 28 W1-7 1 Obtaining rheological parameters from slump flow test for self-compacting concrete Annika Gram, The Swedish Cement and Concrete Research Institute, Sweden,Bjorn Lagerblad, The Swedish Cement and Concrete Research Institute, Sweden
  • 29 W1-7 2 Fresh and hardened properties of highly workable concrete (HWC) Yasser R. Tawfic, Department of Civil Engineering, Minia University, Egypt
  • 30 W1-7 3 Effect of chemical admixture on property of fresh mortar using sludge water Takashi Fujii, Okayama University, Japan,Tadashi Saito, Nagao & Co., Ltd., Japan,Toshiki Ayano, Okayama University, Japan
  • 31 W1-7 4 Influence of mix proportions on the segregation resistance of flowable concrete Kuniaki Sakurai, Obayashi Corporation, Japan,Kyuichi Maruyama, Nagaoka University of Technology, Japan,Ryuichi Chikamatsu, Obayashi Corporation, Japan
  • 32 W1-7 5 Fundamental properties of low-viscosity self-compacting concrete with a superplasticizer containing an innovative viscosity-modifying admixture Yusuke Baba, Technical Development Center, Construction Chemicals, BASF Japan Ltd., Japan,Takumi Sugamata, Technical Services, Construction Chemicals, BASF Australia Ltd., Australia,Minoru Yaguchi, Technical Development Center, Construction Chemicals, BASF Japan Ltd., Japan,Hironobu Yamamiya, Sales, Construction Chemicals, BASF Japan Ltd., Japan,Takao Furusawa, Technical Development Center, Construction Chemicals, BASF Japan Ltd., Japan
  • 33 W1-8 1 The diagnosis of severely damaged RC bridge piers with fracture of steel bars due to alkali-silica reaction Akinori Komatsubara, Central Nippon Expressway Corp. Takayama Maintenance/Customer Service Center, Japan,Kazuyuki Torii, Dept. of Environmental Design, Kanazawa University, Japan,Kiyoaki, Kawauti, Central Nippon Expressway Corp. Kanazawa branch, Japan,Masahiro Nomura, Central Nippon Highway Engineering Nagoya Corp. Kanazawa Branch, Japan
  • 34 W1-8 2 A fundamental study on concrete deterioration caused by combined effects of ASR and frost attack Koichi Kobayashi, Gifu University, Japan,Yutaka Kano, Komaki City Municipal Office, Japan,Keitetsu Rokugo, Gifu University, Japan
  • 35 W1-8 3 Strengthening effect on prestressed concrete members affected by alkali-silica reaction (ASR) Yukio Takebe, DPS Bridge Works Co., Ltd., Japan,Takanobu Yokoyama, Nippon P.S. Co., Ltd., Japan,Hideshige Yonekawa, Fuji P.S. Corporation, Japan,Kenichi Nakamura, Sumitomo Mitsui Construction Co., Ltd., Japan,Toyoaki Miyagawa, Kyoto University, Japan
  • 36 W1-8 4 The mitigating effect of ASR expansion in PC girder and PCa product by using high-quality fly ash Irfan Prasetia, Graduate School of Natural Science and Technology, Kanazawa University, Japan,Shogo Yoshida, Graduate School of Natural Science and Technology, Kanazawa University, Japan,Kazuyuki Torii, Graduate School of Natural Science and Technology, Kanazawa University, Japan
  • 37 W1-8 5 Mitigation of alkali-silica reaction in mortar with limestone addition and carbonation Chun-Tao Chen, Department of Construction Engineering, National Taiwan University of Science and Technology, Taiwan,Wei-Cheng Yang, Department of Construction Engineering, National Taiwan University of Science and Technology, Taiwan
  • 38 W1-9 1 Bridge repair method in Ethiopia Hideo Matsushima, Dainichi Consultant Inc, Japan
  • 39 W1-9 2 The importance of good design, maintenance and on-time repair work for long service life of structures Lojze Bevc, Slovenian National Building and Civil Engineering Institute, Slovenia
  • 40 W1-9 3 Development of grout containing classified fly ash and its application in repair and rehabilitation methods Keisuke Takahashi, UBE Industries, Ltd., Japan,Harumi Ono, UBE Industries, Ltd., Japan,Yoshinobu Hirano, UBE Industries, Ltd., Japan,Yasuhiko Toda, UBE Industries, Ltd., Japan
  • 41 W1-9 4 Construction of bridge slab ends repair system Shungo Matsui, West Nippon Expressway Engineering Kansai Co.,Ltd., Japan,Atsuo Ogawa, Former West Nippon Expressway Engineering Kansai Co., Ltd., Japan,Tatsuo Ogata, West Nippon Expressway Co., Ltd., Japan,Toshiyuki Kanda, Chemical Construction Co., Ltd., Japan,Atsuro Kano, Chemical Construction Co., Ltd., Japan,Masakatsu Kunikawa, Chemical Construction Co., Ltd., Japan,Saiji Fukada, West Nippon Expressway Co., Ltd., Japan,Yoshiyuki Momiyama, West Nippon Expressway Engineering Kansai Co., Ltd., Japan
  • 42 W1-9 5 Life-cycle reliability of concrete bridges in an earthquake prone region and aggressive environment Shigeru Takakuma, Department of Civil and Environmental Engineering, Waseda University, Tokyo, Japan,Mitsuyoshi Akiyama, Department of Civil and Environmental Engineering, Waseda University, Tokyo, Japan
  • 43 W2-1 K-6 Analysis of de-lamination of concrete due to reber corrosion Hikaru Nakamura, Department of Civil Engineering, Faculty of Engineering, Nagoya University, Japan,Tran Kim Khoa, Department of Civil Engineering, Faculty of Engineering, Nagoya University, Japan
  • 44 W2-1 K-7 Development of a bridge health monitoring system for short - and medium- span bridges based on bus vibration Ayaho Miyamoto, Yamaguchi University, Japan,Akito Yabe, Kozo Keikaku Engineering Inc., Japan
  • 45 W2-1 K-8 Research on practical use of a construction database for preventing cracks in a concrete structure Takahiro Tamura, Tokuyama College of Technology, Japan
  • 46 W2-1 K-9 Development of geopolymer concrete using ground molten slag of municipal waste incineration ash Zhuguo Li, Graduate School of Science and Engineering, Yamaguchi University, Japan,Ko Ikeda, Graduate School of Science and Engineering, Yamaguchi University, Japan,Yingdan Zhang, Graduate School of Science and Engineering, Yamaguchi University, Japan
  • 47 W2-2 O-4 Strength and permeability of concrete with CEM II and "CEM V" cements containing high calcium fly ash Michal A. Glinicki, Institute of Fundamental Technological Research, Polish Academy of Sciences, Warszawa, Poland,Grzegorz Nowowiejski, Hydrobudowa-1 Betoniarnia-Laboratorium, Warszawa, Poland
  • 48 W2-2 O-5 Influence of some admixtures in mitigating the effects of sodium and magnesium sulphate attack in cement mortars Manu Santhanam, Department of Civil Engineering, IIT Madras, Chennai, India
  • 49 W2-2 O-6 The influence of deicing salt exposure on the gas transport in cementitious materials C. Villani, Purdue University, USA,T. Nantung, Indiana Department of Transportation, USA,W.J. Weiss, Purdue University, USA
  • 50 W2-2 O-7 Use of shrinkage reducing admixture to improve flexural performance of fiber reinforced ultra lightweight cement composites Jun-Yan Wang, Department of Civil & Environmental Engineering, National University of Singapore, Singapore,Kok-Seng Chia,Richard J.Y. Liew,Min-Hong Zhang, Department of Civil & Environmental Engineering, National University of Singapore, Singapore
  • 51 W2-3 1 Survey and evaluation on corrosion protection coatings for concrete structures of wastewater treatment plants Fumio Mishina, Japan Concrete Erosion Prevent Association, Japan,Hiroyuki Fujimoto, Japan Sewage Works Agency, Japan,Noriyuki Kushiya, Ace Consultant Co., Ltd., Japan
  • 52 W2-3 2 Study on the durability of the low diffusion layer for sub-surface radioactive waste disposal facilities in Japan K. Niwase, Japan Nuclear Fuel Limited, Japan,S. Kudo, Japan Nuclear Fuel Limited, Japan,Y. Edamatsu, Newjec Inc., Japan,N. Sugihashi, Shimizu Corporation, Japan,H. Yanokura, Shimizu Corporation, Japan
  • 53 W2-3 3 Energy saving evaluation of the ventilated BIPV walls Chi-Ming Lai, Department of Civil Engineering, National Cheng-Kung University, Japan,Yi-Pin Lin, Department of Interior Design, Tung Fang Design University, Taiwan
  • 54 W2-3 4 Use of concrete as a biological shield from ionising radiation Aleksander Samarin, Centre for Built Infrastructure Research, Faculty of Engineering, University of Technology Sydney, Australia
  • 55 W2-3 5 Sustainability aspects of different UHPC mixtures Norbert Randl, Dept. of Civil Engineering, Carinthia University of Applied Sciences, Australia,Thomas Steiner, Dept. of Civil Engineering, Carinthia University of Applied Sciences, Australia,Sandra Ofner, Dept. of Civil Engineering, Carinthia University of Applied Sciences, Australia,Erwin Baumgartner, Dept. of Civil Engineering, Carinthia University of Applied Sciences, Australia
  • 56 W2-4 1 Development on of precast PC slab with a new type of joint for reinforcing bars, combination of lap splice and mechanical anchorage. Kengo Hara, Oriental Shiraishi Corporation, Japan,Hiroyuki Abe, Oriental Shiraishi Corporation, Japan,Satoshi Otani, Oriental Shiraishi Corporation, Japan,Meguru Tsunomoto, Oriental Shiraishi Corporation, Japan
  • 57 W2-4 2 Suppression of ASR expansion by pressurized injection of lithium nitrite Kazunori Era, Kyokutokowa Co., Ltd., Japan,Masahiro Tameishi, Konoike Construction Co., Ltd., Japan,Hiroyuki Uchida, ASR Lithium Method Association, Japan,Shigeyuki Okada, ASR Lithium Method Association, Japan,Toyoaki Miyagawa, Kyoto University, Japan
  • 58 W2-4 3 Evaluation and observation of autogenous healing ability of bond crack along rebar Choonghyun Kang, Nagoya University, Republic of Korea,Minoru Kunieda, Nagoya University, Japan,Takamasa Kano, Nagoya University, Japan,Naoshi Ueda, Nagoya University, Japan,Hikaru Nakamura, Nagoya University, Japan
  • 59 W2-4 4 Applicability and accuracy of structural performance verification methods for composite renovated pipes Masayuki Ishii, Shimane University, Japan,Tsuguhiro Nonaka, Shimane University, Japan,Mitsuhiko Watanabe, Sekisui Chemical Co., Ltd., Japan,Takayoshi Suzuki, Sekisui Chemical Co., Ltd., Japan
  • 60 W2-4 5 Analysis of cracking in high-strength cementitious materials under heating and re-curing using X-ray CT Michael Henry, Division of Field Engineering for the Environment, Faculty of Engineering, Hokkaido University, Japan,Ivan Sandi Darma, Division of Field Engineering for the Environment, Graduate School of Engineering, Hokkaido University, Japan,Yuto Haraguchi, Civil Engineering Course, Department of Socio-Environmental Engineering, School of Engineering, Hokkaido University, Japan,Takafumi Sugiyama, Division of Field Engineering for the Environment, Faculty of Engineering, Hokkaido University, Japan
  • 61 W2-5 1 Follow-up study of FRP bonding method through exposure test Shoji Nojima, Nippon Expressway Research Institute Company Limited, Japan,Kenichi Takahashi, Oriental Shiraishi Corporation, Japan
  • 62 V2-5 2 Study on long-term leaching behavior of low alkaline cement Takashi Hitomi, Technical Research Institute, Obayashi Corporation, Japan,Keishiro Iriya, Technology Division, Obayashi Corporation, Japan,Masashi Nakayama, Japan Atomic Energy Agency, Japan,Haruo Sato, Japan Atomic Energy Agency, Japan
  • 63 W2-5 3 Durability testing of concrete containing Lignin, BNS or PCE based water reducing admixtures after 5 years exposure under various conditions Masahiko Ohno, BASF Japan Ltd. Construction Chemicals, Japan,Toshimi Matsumoto, BASF Japan Ltd. Construction Chemicals, Japan,Akira Ohta, BASF Japan Ltd. Construction Chemicals, Japan
  • 64 W2-5 4 Remaining life prediction and verification of an aged bridge based on field inspections Hisao Emoto, Dept. of Environmental Science & Engineering, Yamaguchi Univ., Japan,Jun Takahashi, Research Center Denki Kagaku Kogyou KK, Japan,Ayaho Miyamoto, Dept. of Environmental Science & Engineering, Yamaguchi Univ., Japan
  • 65 W2-5 5 Durability assessment of external renderings on AAC based on 10-year long-term monitoring data Hulya Kus, Istanbul Technical University, Faculty of Architecture, Turkey,Peter Norberg, University of Gavle, HiG, Gavle, Sweden,Christer Sjöström, Building Science, KTH, Stockholm, Sweden
  • 66 W2-6 1 The status after 10 years of exposures of the PC beam specimen received damage from salt water which repaired by the desalination construction method and the re-alkalization construction method Katsuichi Miyaguchi, Denki Kagaku Kogyo Kabushiki Kaisya, Japan,Toru lijima, Railway Technical Research Institute, Japan,Osamu Makishima, Tobishima Corporation, Japan,Atsuro Moriwake, Toa Corporation, Japan
  • 67 W2-6 2 The environmental load reduction effect by the desalination method of construction and the re-alkalization method of construction Takashi Sasaki, Denki Kagaku Kogyo Kabushiki Kaisha, Japan,Akira Nanasawa, Denki Kagaku Kogyo Kabushiki Kaisha, Japan,Hironori Matsukubo, Denki Kagaku Kogyo Kabushiki Kaisha, Japan,Katsuichi Miyaguchi, Denki Kagaku Kogyo Kabushiki Kaisha, Japan,Minoru Morioka, Denki Kagaku Kogyo Kabushiki Kaisha, Japan
  • 68 W2-6 3 Long term performance of cathodic protection applied on deteriorated PC girder specimen due to chloride ingress. Makoto Yamamoto, Sumitomo Osaka Cement Co., Ltd., Japan,Toshiyuki Aoyama, P.S.Mitsubishi Co., Ltd., Japan,Satoru Yamamoto, The Nippon Corrosion Engineering Co., Ltd., Japan,Hideharu Naitou, Penta-Ocean Construction Co., Ltd., Japan,Kiyofumi Sano, Toyo Constraction Co., Ltd., Japan,Toshinobu Yamaguchi, Kagoshima University, Japan
  • 69 W2-6 4 Verification of cathodic protection criteria for chloride attacked members of a RC pier Satoru Yamamoto, Technical Research Laboratory, The Nippon Corrosion Engineering Co., Ltd., Japan,Kenkichi Tashiro, Technical Research Laboratory, The Nippon Corrosion Engineering Co., Ltd., Japan,Atsushi Kobayashi, Technical Research Laboratory, The Nippon Corrosion Engineering Co., Ltd., Japan
  • 70 W2-7 1 Characteristics of concrete using ground granulated blast-furnace slag Hideaki Taniguchi, Japan Prestressed Concrete Contractors Association, Japan,Hiroshi Watanabe, Public Works Research Institute, Japan,Masamichi Tezuka, Japan Prestressed Concrete Contractors Association, Japan,Manabu Fujita, Japan Prestressed Concrete Contractors Association, Japan
  • 71 W2-7 2 Reduction of environmental impacts and enhancement of durability by application of portland blast-furnace slag cement to bridges Kanako Yanagimoto, Centra Nippon Expressway Co., Ltd., Japan,Hideaki Sakai, Centra Nippon Expressway Co., Ltd., Japan
  • 72 W2-7 3 Properties of concrete with blast-furnace slag cement made from clinker with adjusted mineral composition Atsushi Yatagai, DC Co., Ltd., Technical Department, Japan,Nobukazu Nito, DC Co., Ltd., Technical Department, Japan,Kiyoshi Koibuchi, DC Co., Ltd., Technical Department, Japan,Shingo Miyazawa, Ashikaga Institute of Technology, Department of Civil Engineering, Japan,Takashi Yokomuro, Ashikaga Institute of Technology, Department of Architecture, Japan,Etsuo Sakai, Tokyo Institute of Technology, Graduate school of Science and Engineering, Japan
  • 73 W2-7 4 Study on cement recycling system using sodium gluconate Daiki Atarashi, Tokyo Institute of Technology, Graduate School of Science and Engineering, Japan,Masahiro Miyauchi, Tokyo Institute of Technology, Graduate School of Science and Engineering, Japan,Young-Jin Song, R&D Laboratory, BNP Co., Ltd., Korea,Masato Yamada, Tokyo Institute of Technology, Graduate School of Science and Engineering, Japan,Etsuo Sakai, Tokyo Institute of Technology, Graduate School of Science and Engineering, Japan
  • 74 W2-7 5 Coefficient of thermal expansion for concrete containing fly ash and slag Alex Hak-Chul Shin, Department of Civil and Environmental Engineering Louisiana State University and Southern University, Baton Rouge, LA, USA,Yoonseok Chung, Construction R&D Department/SOC & Plant Division Korea Institute of Construction & Transportation Technology Evaluation and Planning, Gyeonggi-do, Korea
  • 75 W2-7 6 A study on lightweight multifunctional concrete made using waste PET bottles Yusuke Uchida, Tokyo Metropolitan University, Japan,Yoshinori Kitsutaka, Tokyo Metropolitan University, Japan,Kouichi Matsuzawa, Tokyo Metropolitan University, Japan
  • 76 W2-8 1 The suppressing effect of fly ash on ASR under outdoor exposure conditions at the seashore Chikao Sannoh, Hokuriku Electric Power Company Co., Ltd., Japan,Kazuyuki Torii, Kanazawa University, Japan,Tohru Hashimoto, Hokuriku Electric Power Company Co., Ltd., Japan
  • 77 W2-8 2 Microscopic examination of alkali-reactive volcanic rocks from the Bohemian Massif (Czech Republic) Aneta Št'astna, Charles University in Prague, Faculty of Science, Institute of Geochemistry, Mineralogy and Mineral Resources, Czech Republic,Zuzana Nekvasilová, Charles University in Prague, Faculty of Science, Institute of Geochemistry, Mineralogy and Mineral Resources, Czech Republic,Richard Přikryl, Charles University in Prague, Faculty of Science, Institute of Geochemistry, Mineralogy and Mineral Resources, Czech Republic,Šárka Šachlová, Charles University in Prague, Faculty of Science, Institute of Geochemistry, Mineralogy and Mineral Resources, Czech Republic
  • 78 W2-8 3 Effect of acidic environments on cement concrete degradation Joanna Julia Sokolowska, Warsaw University of Technology, DMBE, Poland,Piotr Pawel Woyciechowski, Warsaw University of Technology, DMBE, Poland
  • 79 W2-8 4 Durability of cementitious materials under combined sulfate attack and leaching: development and application of a coupled physiochemical and geochemical model Yogarajah Elakneswaran, Department of Civil Engineering, The University of Tokyo, Japan,Tetsuya Ishida, Department of Civil Engineering, The University of Tokyo, Japan
  • 80 W2-8 5 Thermal stability and microstructural analysis of inorganic polymer binders based on Italian and Australian fly ash Bignozzi M.C., Department of Civil, Chemical, Environmental and Materials Engineering-University of Bologna, Bologna, Italy,Manzi S., Department of Civil, Chemical, Environmental and Materials Engineering-University of Bologna, Bologna, Italy,Natali M.E., Department of Civil, Chemical, Environmental and Materials Engineering-University of Bologna, Bologna, Italy,Riessen A., Centre for Materials Research, Curtin University, Perth, WA, Australia,Rickard W.D.A., Centre for Materials Research, Curtin University, Perth, WA, Australia
  • 31 W2-9 1 Use of non-destructive ultrasonic pulse testing methods in evaluation of brick parameters Jiri Brozovsky, Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Czech Rpublic
  • 32 W2-9 2 Combined effect of polymeric fibres and SAP on the performance of repair mortars Agnieszka J Klemm, Glasgow Caledonian University, School of Engineering and Built Environment, UK,Giacomo Moriconi, Universita Politecnica delle Marche, Faculty of Engineering, Italy,Gioele Trillini, Universita Politecnica delle Marche, Faculty of Engineering, Italy
  • 83 W2-9 3 Concrete repair materials from clinkerless fly ash based formulations containing inorganic and organic polymers Anjan K Chatterjee, Conmat Technologies Private Limited, India
  • 84 W2-9 4 Long term effects of section repair method applied to PC girder damaged by chloride attack Takahiko Amino, Toa Corporation, Japan,Toru Iijima, Railway Technical Research Institute, Japan,Osamu Makishima, Tobishima Corporation, Japan,Yasuhisa Fujiwara, Sumitomo Mitsui Construction Co., Ltd., Japan,Tetsuji Akiyama, Wakachiku Construction Co., Ltd., Japan
  • 35 W2-9 5 Damage estimation of freeze - thawed concrete by AE analysis in core test Tetsuya Suzuki, Research Institute for Natural Hazards and Disaster Recovery, Niigata Univesity,Toshihiro Morii, Research Institute for Natural Hazards and Disaster Recovery, Niigata Univesity,Takayuki Kawai, Research Institute for Natural Hazards and Disaster Recovery, Niigata Univesity

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