| Return to proceedings page | ||||||
| Third International Conference on Sustainable Construction Materials and Technologies | ||||||
| August 18 – August 21 2013, Kyoto Research Park, Kyoto, Japan | ||||||
| List of papers by session number with links to full text | ||||||
| Session | Country | Number | Name | Affiliation | Title of Paper | Link |
| M2-1 | Japan | 117 | Rita Irmawaty | Kyushu University | Deterioration of prestressed concrete beams due to combined effects of carbonation and chloride attack | e117.pdf |
| M2-1 | Japan | 257 | Toru Yamaji | Port and Airport Research Institute | Study on concrete deterioration and deterioration indicators in marine environments | e257.pdf |
| M2-1 | Japan | 258 | Hiroshi Yokota | Hokkaido University | Evaluation and prediction on performance degradation of marine concrete structures | e258.pdf |
| M2-1 | Japan | 372 | Hiroshi Minagawa | Tohoku University | Consideration about chloride ion diffusion coefficient estimated by electric resistivity of concrete exposed in tidal zone | e372.pdf |
| M2-1 | Japan | 442 | Shinichi Miyazato | Kanazawa Institute of Technology | Investigation of corrosion rate in reinforced concrete structure | e442.pdf |
| M2-2 | India | 82 | M. R. Nivitha | Indian Institute of Technology Madras | Viscoelastic - non-Newtonian transitory response of cement paste and superplasticizer combinations | e082.pdf |
| M2-2 | India | 87 | Manu Santhanam | Indian Institute of Technology Madras | Evaluation of superplasticizer performance in concrete | e087.pdf |
| M2-2 | Korea | 340 | Jin-Keun Kim | Korea Advanced Institute of Science and Technology | Prediction of temperature and aging effects on the properties of concrete | e340.pdf |
| M2-2 | India | 513 | Janardhana Maganti | Jntuh Colle of Engineering | Compatibility of sulphonated naphthalene formaldehyde and lignosulphonates based superplasticizer with Portland slag cements | e513.pdf |
| M2-3 | United States | 7 | Kemal Celik | University of California, Berkeley | A comparative study of self-consolidating concretes incorporating high-volume natural pozzolan or high-volume fly ash | e007.pdf |
| M2-3 | Japan | 271 | Sukmin Kwon | Tohoku University | Experimental study on self-healing capability of cracked ultra-high-performance hybrid-fiber-reinforced cementitious composites | e271.pdf |
| M2-3 | Japan | 279 | Tomoya Nishiwaki | Tohoku University | Evaluation of self-healing capability of FRCC using PVA as reinforcing fiber and admixture | e279.pdf |
| M2-3 | Japan | 586 | Toshiharu Kishi | The University of Tokyo | Development of crack self-healing concrete by cost beneficial semi-capsulation technique | e586.pdf |
| M2-4 | Australia | 31 | Ion Dumitru | Boral Construction Materials | Constraints in using manufactured sands in concrete pavements in Australia | e031.pdf |
| M2-4 | Brazil | 45 | Liseane Padilha Thives | Federal University of Santa Catarina State | The use of asphalt rubber mixtures to improve pavement overlays | e045.pdf |
| M2-4 | Lebanon | 158 | Elie Awwad | American University of Beirut | An analytical Linear model for hemp-reinforced concrete | e158.pdf |
| M2-4 | Japan | 166 | Yotaro Inoue | JFE Steel Corporation | Properties of hydrated hardened solids made of iron and steel slag exposed in sea area for 5 years | e166.pdf |
| M2-4 | Japan | 228 | Takumi Sawada | Penta-Ocean Construction Institute of Technology | Development of steel slag hydrated matrix with anti-washout performance | e228.pdf |
| M2-5 | Japan | 298 | Tatsuhiko Suzuki | Kyoto University | Simplification of magnetic flux density method from one surface to corner rupture of continuously arranged steel bars in concrete | e298.pdf |
| M2-5 | Japan | 303 | Koki Terasawa | Kyoto University | Test method applied on one surface to corner defect of reinforcing bar in concrete pier with permanent magnet | e303.pdf |
| M2-5 | Japan | 317 | Taku Yoshikawa | Japan Prestressed Concrete Contractors Association | Research on stress state evaluation for highway PC bridge | e317.pdf |
| M2-5 | Argentina | 577 | Roberto J. Torrent | Materials Advanced Services Ltd. | Service life prediction: theorecrete, labcrete and realcrete approaches | e577.pdf |
| M2-6 | Japan | 44 | Eisuke Nakamura | Public Works Research Institute | Non-steady-state chloride migration test on mortar with supplementary cementitious materials | e044.pdf |
| M2-6 | Japan | 157 | Toshiyoshi Goto | Chuken Consultant Co., Ltd. | Development and application of rapid measuring method for chloride ion content in hardened concrete | e157.pdf |
| M2-6 | Japan | 184 | Mitsuyasu Iwanami | Tokyo Institute of Technology | Corrosion monitoring of steel bars in port concrete structures | e184.pdf |
| M2-6 | Japan | 272 | Kentaro Koike | Kagoshima University | Effects of moisture condition and internal water movement on penetration property of chloride ion in concrete | e272.pdf |
| M2-6 | Belgium | 361 | Mathias Maes | Ghent University | Resistance of cracked concrete to chloride attack | e361.pdf |
| M2-7 | Bangladesh | 206 | Mohammed Tarek Uddin | University of Asia Pacific | Corrosion of cement paste coated steel bars in marine environment | e206.pdf |
| M2-7 | Bangladesh | 208 | Mohammed Tarek Uddin | University of Asia Pacific | Carbonation coefficient of concrete in Dhaka city | e208.pdf |
| M2-7 | South Africa | 352 | Suvash C. Paul | Stellenbosch University | Chloride induced corrosion in cracked reinforced strain hardening cement-based composite (R/SHCC) | e352.pdf |
| M2-7 | Japan | 578 | Nobuaki Otsuki | Tokyo Institute of Technology | Introduction of a JCI guideline: practical guideline for investigation, repair and strengthening of cracked concrete structures | e578.pdf |
| M2-8 | Kuwait | 13 | Hassan Karam | Kuwait Institute for Scintific research | Effect of using magnetized water on concrete properties | e013.pdf |
| M2-8 | Libya | 20 | Hakim S. Abdelgader | Tripoli University | Flexural strength of two-stage concrete | e020.pdf |
| M2-8 | Japan | 169 | Hiroshi Mutsuyoshi | Saitama University | Flexural behavior of composite girders using FRP and precast ultra-high-strength fiber-reinforced concrete slabs | e169.pdf |
| M2-8 | Japan | 584 | Masaki Hojo | Kyoto University | Recent advances in carbon fiber reinforced plastics | e584.pdf |
| M2-9 | United Kingdom | 74 | David Trujillo | Coventry University | Prospects for a method to infer non-destructively the strength of bamboo: a research proposal | e074.pdf |
| M2-9 | Japan | 155 | Susumu Kono | Tokyo Institute of Technology | A green new deal building system with prestressed glue-laminated timber slabs | e155.pdf |
| M2-9 | France | 468 | Franck Taillandier | University of Bordeaux | Multi-criteria decision modeling for the selection of timber in building structures | e468.pdf |
| M2-9 | Japan | 574 | Yasutoshi Sasaki | Nagoya University | The case for increased wood utilization in urban design toward revitalization of Japan’s forest and forestry | e574.pdf |
| M3-1 | Japan | 66 | Hidenori Tanaka | Gunma National College of Technology | Ultimate strength and fatigue life of concrete members reinforced with carbon fiber sheet based on continuum damage mechanics | e066.pdf |
| M3-1 | Japan | 67 | Takao Ueda | The University of Tokushima | Influence of temperature on electrochemical remedial measure and complex deterioration due to chloride attack and ASR | e067.pdf |
| M3-1 | Japan | 81 | Takashi Habuchi | Toa Corporation | Investigation and repair work for superstructures of jetty deteriorated by chloride induced corrosion and ASR in the Osaka port container terminal | e081.pdf |
| M3-1 | Japan | 188 | Yoshio Shinoda | Nakabohtec Corrosion Protecting Co., Ltd. | Discussion on cathodic protection effect for steels in salt damaged concrete | e188.pdf |
| M3-1 | Japan | 216 | Hitomi Fuda | Nakabohtec Corrosion Protectiong Co., Ltd. | Effect of season of aluminum panel anodes on the cathodic protection of a concrete railway bridge | e216.pdf |
| M3-1 | Japan | 226 | Toshiyuki Aoyama | P.S. Mitsubishi Construction Co., Ltd. | New installation technique of linear anode for cathodic protection - test and project - | e226.pdf |
| M3-2 | Australia | 53 | Daniela Ciancio | University of Western Australia | Rammed earth: an overview of a sustainable construction material | e053.pdf |
| M3-2 | Spain | 219 | José Ramón Díaz de Terán | Universidad de Castilla-La Mancha | Improving the sustainability of concrete bridge construction | e219.pdf |
| M3-2 | India | 426 | Vibha Venkataramu | Larsen & Toubro Construction | Effects of corrosion inhibitors on the critical chloride threshold of thermo-mechanically treated (TMT) steel | e426.pdf |
| M3-2 | India | 529 | Pasla Dinakar | Indian Institute of Technology Bhubaneswar | Development of high strength high performance concrete using Indian metakaolin | e529.pdf |
| M3-3 | Japan | 57 | Takeshi Katsumi | Kyoto University | Recycling materials in geotechnical applications | e057.pdf |
| M3-3 | Japan | 79 | Touya Hagino | Waseda University | Updating the reliability of concrete structures subjected to carbonation | e079.pdf |
| M3-3 | Japan | 90 | Satoru Ishiguro | Mie University | Heat control of pavement surface temperature using recycled materials | e090.pdf |
| M3-3 | United Kingdom | 570 | Nayrah Khandani | Gateshead Council | Construction waste management and resource efficiency | e570.pdf |
| M3-4 | Sweden | 182 | Björn Lagerblad | Swedish Cement and Concrete research Institute | Quality of fine materials from crushed rocks in sustainable concrete production | e182.pdf |
| M3-4 | Czech | 199 | Vlastimil Bilek | ZPSV a.s. | Sustainability of concrete elements from concrete with ternary binders | e199.pdf |
| M3-4 | Italy | 215 | Gabriele Fava | Università Politecnica Delle Marche | Compressive strength and leaching behavior of mortars using cement and wood ash | e215.pdf |
| M3-4 | Japan | 315 | Khawaja Adeel Tariq | Saitama University | Behavior of cement treated sand under large deformations | e315.pdf |
| M3-4 | Japan | 473 | Hirohisa Koga | Public Works Research Institute | Relationship between the surface absorption of concrete cores and durability performance of exisiting structures | e473.pdf |
| M3-5 | Japan | 64 | Masayasu Ohtsu | Kumamoto University | Estimation of surface-crack depth by stack imaging of spectral amplitudes in ultrasonic-echo | e064.pdf |
| M3-5 | Japan | 118 | Hiroyuki Nakagawa | Shikoku Research Institute Inc. | Monitoring of deterioration due to ASR using ultrasonic frequency spectrum | e118.pdf |
| M3-5 | Japan | 135 | Tomoaki Sakai | Applied. Research Inc. | Theoretical considerations on estimation of compressive strength of concrete by means of hammer blowing | e135.pdf |
| M3-5 | Japan | 176 | Yuma Kawasaki | Ritsumeikan University | On-site measurement of corrosion of steel bars in concrete by acoustic emission | e176.pdf |
| M3-5 | Japan | 346 | Yoshinobu Oshima | Kyoto University | Chaotic characteristics of elastic waves propagating in concrete material | e346.pdf |
| M3-6 | United Kingdom | 47 | Farhat Abubaker | University of Sheffield | Investigation of concrete - clay interaction with regards to thaumasite form of sulfate attack | e047.pdf |
| M3-6 | United Kingdom | 48 | J M Abualgasem | University of Sheffield | The effect of wetting and drying cycles on thaumasite formation in cement mortars | e048.pdf |
| M3-6 | Japan | 116 | Shintaro Miyamoto | Tohoku University | A study on the reaction mechanism of hardened cement chemically damaged by mixed acids | e116.pdf |
| M3-6 | Japan | 144 | Yutaka Ookame | Hiroshima University | Study on long term concrete deterioration due to sulfuric acid | e144.pdf |
| M3-6 | Japan | 237 | Yuji Hatano | Hiroshima university | Effects of coarse aggregate content on sulfuric acid deterioration of concrete | e237.pdf |
| M3-7 | Japan | 146 | Amry Dasar | Kyushu University | Durability of marine concrete with mineral admixture and marine aquatic organism layer | e146.pdf |
| M3-7 | Japan | 174 | Le Anh Dung | Gifu University | An experimental study on corrosion protection performance of HPFRCCS with fine cracks | e174.pdf |
| M3-7 | Japan | 275 | Isao Ujike | Ehime University | A study on corrosion properties of rebar in fly ash concrete | e275.pdf |
| M3-7 | Japan | 284 | Takashi Yamamoto | Kyoto University | Effect of distribution in cross sectional area of corroded tensile reinforcing bars on load carrying behavior of RC beam | e284.pdf |
| M3-7 | South Africa | 376 | G. P. A. G van Zijl | Stellenbosch University | Crack spacing in steel bar reinforced strain hardening cement-based composites (R/SHCC), towards corrosion modeling | e376.pdf |
| M3-8 | Turkey | 97 | A. Necati Yelgin | Sakarya University | The structural behaviour of composite beams with prefabricated reinforced concrete plate in negative moment zone | e097.pdf |
| M3-8 | Turkey | 98 | A.Necati Yelgin | Sakarya University | The structural behaviour of composite beams with prefabricated reinforced concrete plate in pozitive moment zone | e098.pdf |
| M3-8 | Japan | 189 | Takeshi Oshiro | University of the Ryukyus | Technical development of highly durable pretension PC girder | e189.pdf |
| M3-8 | Japan | 214 | Kei Muroda | Sumitomo Mitsui Construction Co., Ltd. | Development and practical application of slab connection system for PC girders using low-elasticity high-ductility fiber-reinforced cementitious composite | e214.pdf |
| M3-8 | Japan | 268 | Ryo Ooyagi | Sumitomo Mitsui Construction Co., Ltd. | Development of low-elasticity high-ductility fiber-reinforced cementitious composite for use in PC girder connecting slabs | e268.pdf |
| M3-9 | United Kingdom | 33 | A H M Abdalkader | University of Sheffield | The effect of chloride on performance of cement mortars subjected to sulfate exposure at low temperature | e033.pdf |
| M3-9 | Japan | 103 | Hiroshi Akita | Tohoku Institute of Technology | Regression function to predict tension softening curve for concrete of arbitrary mix proportion | e103.pdf |
| M3-9 | Japan | 250 | Yuichi Fukudome | Kagoshima University | A study on chloride binding property of concrete using CaO•2Al2O3 as admixture | e250.pdf |
| M3-9 | Japan | 329 | Hiroaki Mori | Taiheiyo Cement Corporation | Chemical deterioration of hardened cement pastes immersed in calcium chloride solution | e329.pdf |
| M3-9 | Japan | 358 | Ippei Maruyama | Nagoya University | Microstructure and strength change of hardened cement paste under drying process | e358.pdf |
| M4-1 | Japan | 21 | Kazuyuki Torii | Kanazawa University | The effective utilization of classified fine fly ashes for production of highly-durable concrete mixtures | e021.pdf |
| M4-1 | Japan | 56 | Takahiro NISHIDA | Tokyo Institute of Technology | Some considerations for the applicability of seawater as mixing water in concrete | e056.pdf |
| M4-1 | Japan | 148 | Yoshikazu Akira | Toyo Construction Co. Ltd. | Study on durability and corrosion protection performance of concrete cover method for port steel pipe structures | e148.pdf |
| M4-1 | Indonesia | 153 | Tjaronge M.W. | Hasanuddin University | Influence of water immersion on physical properties of porous asphalt containing liquid Asbuton as bituminous asphalt binder | e153.pdf |
| M4-1 | Bangladesh | 205 | Mohammed Tarek Uddin | University of Asia Pacific (UAP) | Sustainable development of concrete construction works in bangladesh | e205.pdf |
| M4-1 | Japan | 562 | Yasutaka Sagawa | Kyushu University | Properties of concrete with GGBS and its applications for bridge superstructures | e562.pdf |
| M4-2 | Italy | 17 | Liberato Ferrara | Politecnico di Milano | Assessing the self healing capacity of cementitious composites | e017.pdf |
| M4-2 | India | 307 | A N Vyasa Rao | Ambuja cements Ltd. | Microfine ground granulated blast furnace slag for high performance concrete | e307.pdf |
| M4-2 | Singapore | 378 | Bruno D’Souza | BASF South East Asia Pte Limited | Applications of smart dynamic concrete | e378.pdf |
| M4-2 | United States | 518 | Berhan S. Gebregziabiher | Clarkson University | Role of activator type and dosage on the reaction kinetics of alkali-activated slag pastes | e518.pdf |
| M4-3 | Japan | 55 | Atsushi Ueno | Tokyo Metropolitan University | Properties of extremely dry concrete made with eco-cement and recycled coarse aggregate | e055.pdf |
| M4-3 | China | 185 | Jianzhuang Xiao | Tongji University | Review on recycled aggregate concrete in the past 15 years in China | e185.pdf |
| M4-3 | Hong Kong | 259 | Baojian Zhan | The Hong Kong Polytechnic University | Experimental study on CO2 curing for enhancement of recycled aggregate properties | e259.pdf |
| M4-3 | Italy | 501 | Stefania Manzi | University of Bologna | Effect of adhered mortar of recycled concrete aggregates on long-term concrete properties | e501.pdf |
| M4-4 | Netherlands | 129 | J. H. M. Visser | TNO | Influence of the carbon dioxide concentration on the resistance to carbonation of concrete | e129.pdf |
| M4-4 | Japan | 141 | Hiroaki Tsuruta | Kansai University | Effect of combining silicate and silane type surface penetrants on restraint to deterioration in concrete | e141.pdf |
| M4-4 | Japan | 360 | Vu Viet Hung | The University of Tokyo | Water-tightness performance of crack-self healing concrete incorporating various types of granule of supplementary cementitious materials and/or portland cement and other additives | e360.pdf |
| M4-4 | Brazil | 377 | Janaide Cavalcante Rocha | Universidade Federal de Santa Catarina | Microstructure, mineralogy and environmental evaluation of cementitious composites produced with red mud waste | e377.pdf |
| M4-4 | Japan | 408 | Yoshiharu Hosokawa | University of Miyazaki | Basic study on effective utilization of newly volcanic ash from Mt. Shinmoedake into concrete | e408.pdf |
| M4-4 | Iran | 469 | Reza Naghdi | Zanjan University | Evaluation of autogenous shrinkage of high-performance concrete | e469.pdf |
| M4-5 | Japan | 134 | Shinya Uchida | Ritsumeikan University | A study on frequency analysis methods for concrete thickness estimation by impact elastic-wave method | e134.pdf |
| M4-5 | Japan | 342 | Kentaro Yamashita | Toyo Research and Measurement.inc. | Application of impact response method for detecting the defects of concrete structures | e342.pdf |
| M4-5 | Japan | 517 | Kenichiro Tsuyuki | Kajima Co., Ltd. | Detecting delaminations in concrete structures using velocity dispersion of laser generated Lamb waves | e517.pdf |
| M4-5 | Japan | 580 | Toshiro Kamada | Osaka University | Recent development of NDT of concrete structures in Japan | e580.pdf |
| M4-6 | Japan | 95 | Shunsuke Hanehara | Iwate University | 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 | e095.pdf |
| M4-6 | Japan | 238 | Satoshi Takaya | Kyoto University | Development of spalling crack prediction model with infrared thermography | e238.pdf |
| M4-6 | Japan | 311 | Naoko Tsuchiya | Building Reseach Institute | Quick water movement around a crack of concrete under unsaturated condition | e311.pdf |
| M4-6 | Japan | 313 | Takehiro Misaka | Sato Kogyo Co.,LTD | Study on curing of concrete by the end time judgment of the DC specific resistance | e313.pdf |
| M4-6 | Algeria | 387 | Abdelhalim Benouis | University of Guelma | Effect of chemical admixtures on mortar’s durability | e387.pdf |
| M4-6 | Japan | 505 | Evdon Sicat | Hokkaido University | Total strain behavior of mortar under freeze-thaw cycles in consideration of the change in coefficient of thermal expansion of frost damaged mortar | e505.pdf |
| M4-7 | Japan | 92 | Yasuhiro Mikata | Osaka Institute of Technology | Flexural capacity of RC beams damaged by combined deterioration due to ASR and corrosion | e092.pdf |
| M4-7 | Japan | 243 | Yuriko Yamamoto | Hokkaido University | Effect of unit cement content on surface deterioration and corrosion of rebar suffering combined chloride-induced deterioration and frost damage | e243.pdf |
| M4-7 | Brazil | 395 | Gibson R Meira | UFPB | Long-term study of reinforcement corrosion in concrete structures in marine atmosphere zone | e395.pdf |
| M4-7 | United States | 418 | Marcia Silva | University of Wisconsin-Milwaukee | Biodeterioration of concrete structures in coastal zone | e418.pdf |
| M4-7 | United Kingdom | 420 | Peter Claisse | Coventry University | Corrosion durability of high performance steel fibre reinforced concrete | e420.pdf |
| M4-8 | Japan | 222 | Kenichi Kata | Sumitomo Mitsui Construction Co., Ltd. | Design and construction of butterfly web bridge | e222.pdf |
| M4-8 | Japan | 251 | Sun Yuping | Kobe University | Seismic performance and evaluation of fly-ash concrete columns – towards resilient and sustainable concrete structures | e251.pdf |
| M4-8 | Japan | 273 | Makoto Yamaguchi | Kumamoto University | Flexural performance of bamboo-reinforced-concrete beams using bamboo as main rebars and stirrups | e273.pdf |
| M4-8 | Japan | 278 | Hiroyuki Musha | Taisei Corporation | Sustainable UFC structures in Japan and its durability performance | e278.pdf |
| M4-8 | Japan | 334 | Wataru Sasaki | Sumitomo Mitsui Construction Co., Ltd. | Development of high-strength fiber reinforced concrete for highly durable bridge structures | e334.pdf |
| M4-9 | Turkey | 24 | Mehmet Fatih Altan | Istanbul Aydin University | Straw bale houses: a quick solution to accommodation problem | e024.pdf |
| M4-9 | Taiwan | 192 | Wei-Ting Lin | National Ilan University | Corrosion behavior of polyolefin fiber cement-based composites containing supplementary cementitious materials | e192.pdf |
| M4-9 | India | 197 | Rakesh Kumar | Central Road Research Institute | Suitability of concrete reinforced with synthetic fiber for the construction of pavements | e197.pdf |
| M4-9 | Japan | 240 | Takashi Toyoda | Hokkaido University | Corrosion of steel fiber and its effect on tension-softening behavior of ultra high strength fiber reinforced concrete | e240.pdf |
| M4-9 | Egypt | 266 | Hanan Eltobgy | Benha University | Durability of steel fiber-reinforced concrete filled steel tubes under eccentric loads | e266.pdf |
| M4-9 | Iran | 576 | A. A. Ramezanianpour | Amirkabir University of Technology | Feasibility study on production and sustainability of poly propylene fiber reinforced concrete ties based on a value engineering survey | e576.pdf |
| T1-1 | United Kingdom | 124 | Susana Aguiar | Edinburgh Napier University | Evaluating structural capacity reductions due to reinforcement corrosion in coastal concrete elements | e124.pdf |
| T1-1 | Japan | 190 | Abrham Tarekegn | Yokohama National University | Restoration design for capacity performance assessment of RC slab bridges | e190.pdf |
| T1-1 | Japan | 281 | kazunori Sasaki | Hanshin Expressway Company Limited | Investigation of the cause of reinforcing steel fracture induced by alkali-silica reaction and study on maintenance | e281.pdf |
| T1-1 | Japan | 579 | Hirozo Mihashi | Tohoku University | JCI guidelines for assessment of existing concrete structures | e579.pdf |
| T1-2 | Japan | 139 | Cheng Hong | Hiroshima University | Study on hysteretic bond mechanisms of plain round bar | e139.pdf |
| T1-2 | Japan | 406 | Ryoichi Tanaka | Toa Corporation | A study on strengthening method for pier piles using ultra high performance-strain hardening cementitious composite | e406.pdf |
| T1-2 | Japan | 443 | Toshiya Hayashi | Kimitsu City | Rehabilitation of concrete lohse arch bridge: replacement of all hanger | e443.pdf |
| T1-2 | India | 485 | Vikram Singh Thakur | National Institute of Technology | Structural behaviour of ferrocement confined reinforced self compacting concrete (FCRSCC) under axial compression | e485.pdf |
| T1-2 | Malaysia | 537 | R. Rashid | Univeristi Putra Malaysia | Analytical model for CFRP strengthened RC columns in humid conditions | e537.pdf |
| T1-3 | Bangladesh | 202 | Mohammed Tarek Uddin | University of Asia Pacific | Recycling of brick aggregate concrete: physical and mechanical properties | e202.pdf |
| T1-3 | Bangladesh | 203 | Mohammed Tarek Uddin | University of Asia Pacific | Recycling of brick aggregate concrete: an extended study on some key issues | e203.pdf |
| T1-3 | Japan | 366 | Mitsuhiro Shigeishi | Kumamoto University | Pulsed power application to production of recycled aggregate | e366.pdf |
| T1-3 | Spain | 413 | Vázquez, E. | Polytechnic University of Catalonia | Improvement of the durability of concrete with recycled aggregates in chloride exposed environment | e413.pdf |
| T1-3 | Spain | 521 | Miren Etxeberria | Universitat Politecnica de Catalunya Barcelona Tech | Application of low grade recycled aggregates for non-structural concrete production in the city of Barcelona | e521.pdf |
| T1-4 | Japan | 252 | Kohei Eguchi | Kagoshima University | A study on durability of blast furnace slag cement concrete mixed with metakaolin-based artificial pozzolan in actual marine environment | e252.pdf |
| T1-4 | Japan | 274 | Akihiko Hayashi | Hiroshima University | Differences in the desorption properties of heavy metals from cement hydrates in various chloride solutions | e274.pdf |
| T1-4 | Japan | 394 | Yasuhito Sakai | Hanshin Expressway Company Limited | A joint initiative for recycling sludge generated by shield tunneling excavation | e394.pdf |
| T1-4 | India | 488 | Abhjit Mukherjee | Indian Institute of Technology Gandhinagar | Bacterial calcification for enhancing performance of low embodied energy soil-cement bricks | e488.pdf |
| T1-4 | Portugal | 523 | Ana Mafalda Matos | University of Porto | Non-conventional additions from agricultural waste | e523.pdf |
| T1-5 | Iran | 11 | Dali Bondar | Faculty member of Ministry of Energy | The use of artificial neural network to predict compressive strength of geopolymers | e011.pdf |
| T1-5 | Iran | 12 | Dali Bondar | Faculty member of Ministry of Energy | Geo-polymer concrete as a new type of sustainable construction materials | e012.pdf |
| T1-5 | Iran | 221 | Ali Akbar Ramezanianpour | Amirkabir University of Technology | Compressive strength of fly ash geopolymer paste designed by Taguchi method | e221.pdf |
| T1-5 | United States | 286 | Tarun R. Naik | University of Wisconsin - Milwaukee | Geopolymer concrete for sustainable developments: opportunities, limitations, and future needs | e286.pdf |
| T1-5 | United States | 296 | Tarun R. Naik | University of Wisconsin - Milwaukee | CO2 sequestration in foamed controlled low strength materials | e296.pdf |
| T1-6 | Malaysia | 43 | Cheah Chee Ban | Universiti Sains Malaysia | The durability properties of high performance mortar with HCWA-DSF supplementary binder | e043.pdf |
| T1-6 | France | 306 | Thierry Vidal | LMDC | Effect of temperature on basic creep of high performance concretes heated between 20°c and 80°c | e306.pdf |
| T1-6 | Japan | 331 | Tomohiro MIKI | Kobe University | Observation for internal cracks of concrete affected by alkali-silica reaction and its compressive failure behavior | e331.pdf |
| T1-6 | Japan | 428 | Seiji Tanoue | Keisoku Research Consultant Co. | Concrete surface strain measurement using moiré fringes | e428.pdf |
| T1-6 | Turkey | 568 | İlker Bekir Topçu | Eskişehir Osmangazi University | Effect of limestone powder on high temperature resistance of self-consolidating micro-concrete | e568.pdf |
| T1-7 | United Kingdom | 77 | Eshmaiel Ganjian | Coventry University | Properties of sonochemically treated libyan kaolin pozzolan clay | e077.pdf |
| T1-7 | United Kingdom | 99 | Eshmaiel Ganjian | Coventry University | Low carbon foot print binders for paving blocks | e099.pdf |
| T1-7 | Japan | 320 | Yuko Ogawa | Hiroshima University | Effect of porous ceramic coarse aggregate on strength development of high-strength fly ash concrete | e320.pdf |
| T1-7 | Canada | 370 | Yixin Shao | McGill University | CO2 utilization in concrete | e370.pdf |
| T1-8 | Iraq | 62 | Dallshad K. H. Bzeni | University of Salahaddin | Estimating strength of SCC using non-destructive combined method | e062.pdf |
| T1-8 | Japan | 348 | Hiroshi Onishi | Iwate University | Health monitoring of RC decks with simplified impact test method | e348.pdf |
| T1-8 | Japan | 349 | Yuki Kaminaga | Sumitomo Mitsui Construction Co., Ltd. | Construction of precast segment bridge with consideration of biodiversity coservation -the new Tomei Expressway Matoba viaduct in Japan- | e349.pdf |
| T1-8 | Portugal | 412 | José Júlio Correia da Silva | University of Evora | Project Marie: presentation and stage of development | e412.pdf |
| T1-8 | Sweden | 545 | Guangli Du | KTH Royal Institute of Technology | Environmental life cycle assessment comparison between two bridge types: reinforced concrete bridge and steel composite bridge | e545.pdf |
| T1-9 | Japan | 309 | Daisuke Yamamoto | Kyushu University | Evaluation of compressive strength of concrete using small diameter core | e309.pdf |
| T1-9 | Japan | 457 | Daisuke Sawaki | Taiheiyo Consultant Co., Ltd. | Determination of kind of cement in hardened concrete by electron probe microanalyzer | e457.pdf |
| T1-9 | Japan | 486 | Kou Ibayashi | Nagaoka National College of Technology | Road bridge brief inspection and input system with tablet computer | e486.pdf |
| T1-9 | Thailand | 588 | Boonchai Stitmannaithum | Chulalongkorn University | Chloride penetration into reinforced concrete structure | e588.pdf |
| T2-1 | Japan | 137 | Masaru Kawamura | Hanshin Expressway Corporation Limited | Innovative maintenance and asset management for urban expressway structures | e137.pdf |
| T2-1 | Turkey | 149 | Isa Yüksel | Bursa Technical University | Earthquake behavior of reinforced concrete frames subjected to rebar corrosion | e149.pdf |
| T2-1 | Japan | 282 | Shu Kobayashi | Japan Prestressed Concrete Contractors Association | Effect of grout filling condition on corrosion of prestressing steel in existing prestressed concrete bridges | e282.pdf |
| T2-1 | Japan | 322 | Ryosuke Takahashi | University of Yamanashi | Shear failure behavior of RC beam with corroded shear reinforcement | e322.pdf |
| T2-2 | Japan | 35 | Puvanai Wirojjanapirom | Tokyo Institute of Technology | Shear resistance mechanisms of RC beams using U-shaped UFC permanent formwork with shear keys and bolts | e035.pdf |
| T2-2 | Russia | 110 | Vyacheslav R. Falikman | Scientific Research Institute for Concrete and Reinforced Concrete | "Protection of building structures against corrosion": the new Russian codes | e110.pdf |
| T2-2 | Japan | 280 | Ken Watanabe | Railway Technical Research Institute | Strengthening of prestressed concrete girders having sheath partially filled with grout | e280.pdf |
| T2-2 | Japan | 290 | Keisuke Kawamura | Taisei Corporation | Seismic retrofitting method for underground reinforced concrete structures by embedding plate anchored shear reinforcement bars | e290.pdf |
| T2-2 | Japan | 291 | Jian Wang | Kobe University | Influence of strengthening by ultra high strength fibre reinforced concrete panels on shear resisting mechanism and bond-slip behavior of low strength RC members | e291.pdf |
| T2-3 | United Kingdom | 113 | Sevket Can Bostanci | Kingston University | Contribution of composite cements in reducing embodied CO2 | e113.pdf |
| T2-3 | Japan | 247 | Takeshi Torichigai | Kajima Corporation | Physical and chemical properties of new ecological concrete reducing CO2 emissions below zero level by carbonation curing | e247.pdf |
| T2-3 | United States | 294 | Tarun R. Naik | University of Wisconsin-Milwaukee | Development and demonstration of high-carbon CCPs and FGD by-products in permeable roadway base construction | e294.pdf |
| T2-3 | Indonesia | 419 | Yohannes Lim | PT. Sika Indonesia | Use of chemical additive for production of portland cement based binder with less CO2 | e419.pdf |
| T2-3 | Japan | 421 | Masaki Tamura | Kogakuin University | The packing system analysis required to evaluate CO2 emissions during whole building materials transportion | e421.pdf |
| T2-4 | Japan | 34 | Kenzo Sekijima | Kanto Gakuin University | Shear reinforcing effect of continuous fiber rope on reinforced concrete beams | e034.pdf |
| T2-4 | Lebanon | 159 | Elie Awwad | Freelancer | Concrete masonry blocks reinforced with local industrial hemp fibers and hurds | e159.pdf |
| T2-4 | Japan | 248 | Morio Kurita | Shimizu Corporation | Environmental durability of hybrid FRP girder | e248.pdf |
| T2-4 | Italy | 490 | Antonio Telesca | Università degli Studi della Basilicata | Expansive and non-expansive calcium sulfoaluminate-based cements | e490.pdf |
| T2-4 | Malaysia | 506 | Aamer Bhutta | Universiti Teknologi Malaysia | Strengthening reinforced concrete beams using kenaf fiber reinforced polymer composite laminates | e506.pdf |
| T2-5 | United States | 38 | Nader Ghafoori | University of Nevada Las Vegas | Impact compacted non-cement concretes | e038.pdf |
| T2-5 | Japan | 344 | Kazuto Fukudome | Hazama Corporation | Study on the feasibility of FA-sand premixed sand and fly-ash | e344.pdf |
| T2-5 | Italy | 474 | Maria Antonia Barucco | IUAV University of Venice | Semantic innovation: a driver for the innovation of construction materials | e474.pdf |
| T2-5 | Thailand | 585 | Somnuk Tangtermsirikul | Thammasat University | Practices for sustainable development for concrete construction in Thailand | e585.pdf |
| T2-6 | Japan | 175 | Shinji Gomi | Sunrec Co., Ltd. | Reinforcement and dynamic behavior of polymer concrete for structural use | e175.pdf |
| T2-6 | Egypt | 265 | Hanan Eltobgy | Benha University | Effect of belt truss systems on the enhancement of progressive collapse of steel buildings | e265.pdf |
| T2-6 | Japan | 301 | Yusuke Hayashi | Shinko Wire Company, Ltd. | Characteristics of developed high-strength prestressing strand | e301.pdf |
| T2-6 | France | 470 | Mathieu Preteseille | Institut Français des Sciences et des Technologies des Transports, de l’Aménagement et des Réseaux | Fatigue behavior in flexure of treated soils for sustainable railways structures | e470.pdf |
| T2-6 | Japan | 547 | Chen Xu | Kanazawa University | Push-out analysis on cyclic performance of group studs shear connector under biaxial load action | e547.pdf |
| T2-7 | United States | 109 | Eric P. Koehler | Verifi | Production methods for improving the sustainability of ready mixed concrete | e109.pdf |
| T2-7 | Japan | 172 | Keisaburo Katano | Obayashi Corporation | Properties and application of concrete made with sea water and un-washed sea sand | e172.pdf |
| T2-7 | Iraq | 186 | Zainab Z. Ismail | Baghdad University | Environmental friendly concrete using giant reed as undesirable wild species | e186.pdf |
| T2-7 | Japan | 277 | Sonoko Ichimaru | Ritsumeikan University | Development of a new type of environmentally friendly porous concrete | e277.pdf |
| T2-7 | Japan | 337 | Yuki Sakoi | Hachinohe Institute of Thechnology | Properties of concrete used in ferronickel slag aggregate | e337.pdf |
| T2-8 | Sweden | 18 | Ylva Edwards | Swedish cement and concrete research institute | Chemical resistance and wear for concrete protection systems to be used in biological treatment plants – laboratory testing and results | e018.pdf |
| T2-8 | Japan | 308 | Hikotsugu Hyodo | Taiheiyo Cement Corporation | Evaluation of effect of aggregate properties on drying shrinkage of concrete | e308.pdf |
| T2-8 | Belgium | 365 | Philip Van den Heede | Magnel Laboratory for Concrete Research | Influence of crack width limitation on the chloride penetration resistance and global warming potential of concrete slabs | e365.pdf |
| T2-8 | Japan | 472 | Mitsuo Ozawa | Gunma University | Expansion energy and hydration products of expansive mortar at different temperatures | e472.pdf |
| T2-8 | Czech | 549 | Radim Cajka | VSB - Technical University | Tensile stress and crack elimination in concrete floors and foundations | e549.pdf |
| T2-9 | Japan | 127 | Yuya Sakai | the University of Tokyo | Evaluation of mass transfer resistance of concrete based on representative pore size of permeation resistance | e127.pdf |
| T2-9 | Japan | 161 | Kiyofumi Kurumisawa | Hokkaido University | Effect of microstructure and moisture content on the electric conductivity of hardened cement paste | e161.pdf |
| T2-9 | Japan | 345 | Yuya Takahashi | the University of Tokyo | Modeling of chloride ion ingress and liquid water movement in mortars and concretes with low water-to-cement ratio | e345.pdf |
| T2-9 | Japan | 571 | Fuyuan Gong | Hokkaido University | 3D phase diagram for pore water in cement-based materials | e571.pdf |
| T2-9 | India | 573 | Jitendra Pragji Desai | Ambuja cements Limited | Sustainable construction materials - the Singapore experience | e573.pdf |
| T3-1 | Japan | 70 | Tsutomu Yamamoto | Tokyo Metro Co., Ltd | Investigation on the critical conditions of chloride attack in subway tunnels | e070.pdf |
| T3-1 | Japan | 104 | Ichiro Murata | West Japan Railway Company Co., Ltd. | Evaluation of strength and maintenance methods for railway reinforced concrete structures with aged deterioration | e104.pdf |
| T3-1 | Japan | 262 | Hideyuki Suzuki | Hanshin Expressway Company Limited | Maintenance management of ASR structures in Hanshin expressway | e262.pdf |
| T3-1 | Japan | 288 | Yuki Kurihara | Japan Prestressed Concrete Contractors Association | Structural safety assessment with dynamic characteristics of prestressed concrete structures | e288.pdf |
| T3-2 | Japan | 36 | Thi Thu Dung Nguyen | Tokyo Institute of Technology | Performance of pretensioning prestressed concrete beams with ruptured strands flexurally strengthened by CFRP sheets | e036.pdf |
| T3-2 | Turkey | 61 | Pinar Teymür | Istanbul Technical University | Evaluation of vulnerable reinforced concrete frames retrofitted with pre-loaded thin panels | e061.pdf |
| T3-2 | Japan | 156 | Masaya Okano | IHI Construction Service Co., Ltd. | Flexural bond strength and fracture energy tests of concrete joint using simple beam specimen connected with concrete adhesives | e156.pdf |
| T3-2 | Hong Kong | 212 | Sarfraz Munir | The Hong Kong Polytechnic University | A comparative study of different inorganic pastes for the development of fiber reinforced inorganic polymer (FRiP) strengthening technology | e212.pdf |
| T3-2 | Japan | 324 | Akihisa Kamiharako | Hirosaki University | Repair and strengthening of RC member damaged by steel corrosion and verification of re-deterioration behavior | e324.pdf |
| T3-3 | United States | 39 | Nader Ghafoori | University of Nevada Las Vegas | Vibratory-placed non-cement and partially-cement concretes containing fluidized bed and pulverized coal combustions residues | e039.pdf |
| T3-3 | India | 78 | Sujita Kumari | IIT Roorkee | Optimization of cement content in concrete using additives | e078.pdf |
| T3-3 | United States | 382 | David Trejo | Oregon State University | Chemical transformation of rice husk ash morphology for improving on early-aged characteristics of cementitious systems | e382.pdf |
| T3-3 | Netherlands | 540 | Guang Ye | Delft University of Technology | Rice Hush Ash as smart material to mitigate autogenous shrinkage in high (ultra-high) performance concrete | e540.pdf |
| T3-4 | Japan | 253 | Kanako Mori | Taiheiyo Cement Corporation | Performance of ternary blended cement systems suitable for ultrahigh strength concrete | e253.pdf |
| T3-4 | Japan | 333 | Toshio Yonezawa | Takenaka Corporation | High-slag cement and structures for substantial reduction of energy and CO2 | e333.pdf |
| T3-4 | Japan | 343 | Shigeru Takahashi | Japan Cement Association | The state of conservation of energy and usage of wastes in cement plants in Japan | e343.pdf |
| T3-4 | Japan | 583 | Satoshi Tanaka | Taiheiyo Cement Corporation | 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 - | e583.pdf |
| T3-5 | Japan | 325 | Yuji Mitani | Taiheiyo Cement Corporation | Reduction of autogenous shrinkage of ultra-high-strength concrete containing silica fume-premix cement | e325.pdf |
| T3-5 | Taiwan | 432 | Yeou-Fong Li | National Taipei University of Technology | A study on the mechanical behaviour of the BFRP decks with fillers | e432.pdf |
| T3-5 | Korea | 477 | Taehoon Koh | Korea Railroad Research Institute | Field performance and durability of eco-friendly prestressed concrete sleeper | e477.pdf |
| T3-5 | Czech | 539 | Jiri Zach | Brno University of Technology | Possibilities of development of advanced ceramic blocks for external masonry structures of low energy and passive constructions | e539.pdf |
| T3-5 | Canada | 542 | Rishi Gupta | British Columbia Institute of Technology | Non-traditional pervious concrete system to manage storm water run-off in urban neighborhoods: a pilot study | e542.pdf |
| T3-6 | Japan | 147 | Tomoya Yui | Tokyo Institute of Technology | Degradation behavior of epoxy lining materials under corrosive conditions intended for biomass gas plant | e147.pdf |
| T3-6 | Japan | 430 | Takuji Yamada | Japan Paint Inspection and testing Association | Evaluation method on bond property of concrete surface coating system | e430.pdf |
| T3-6 | Japan | 499 | Keisuke Inoue | Nippon Jikkou Co., ltd. | About construction of concrete anticorrosion coating in high humidity environments | e499.pdf |
| T3-6 | Japan | 589 | Masatoshi Kubouchi | Tokyo Institute of Technology | Evaluation method of degradation of anti-corrosion epoxy lining for concrete structures | e589.pdf |
| T3-7 | Japan | 46 | Shohei Kimura | Mitsubishi Materials Corporation | Study of environmentally friendly concrete using limestone powder as an admixture | e046.pdf |
| T3-7 | Brazil | 380 | Thaís Mayra de Oliveira | Federal University of Juiz de Fora | Potential use of gypsum as recyclable material | e380.pdf |
| T3-7 | India | 451 | Banti A. Gedam | Indian Institute of Technology Roorkee | An apt material model to predict creep and shrinkage behavior of HPC concrete | e451.pdf |
| T3-7 | India | 482 | C.Sumanth Reddy | National Institute of Technology | Study of mechanical and durability aspects of sustainable self compacting concrete made from building demolished concrete wastes | e482.pdf |
| T3-7 | China | 508 | Zengfeng Yan | Xi'an University of Architecture and Technology | Thermal environment of chinese residential buildings with different thermal insulation materials in hot-summer-and-cold-winter zone of China | e508.pdf |
| T3-8 | France | 83 | Aveline Darquennes | PRES Université Sud Paris | Cracking sensibility of slag cement concrete at early age | e083.pdf |
| T3-8 | Japan | 339 | Naoya Kanbe | Sumitomo Osaka Cement Co., Ltd. | Examination on the improvement of crack resistance of the concrete using blast-furnace slag cement | e339.pdf |
| T3-8 | Japan | 471 | Tetsushi Kanda | Kajima Technical Research Institute | Experimental investigation for improving shrinkage cracking resistance of BFS blended cement concrete exposed to hot environment | e471.pdf |
| T3-8 | Japan | 582 | Ryoichi Sato | Hiroshima University | JCI guidelines for control of cracking of mass concrete 2008 | e582.pdf |
| T3-9 | Japan | 142 | Kenji Motohashi | Shibaura Institute of Technology | Evaluation methods of concrete carbonation suppressive performance of surface coating | e142.pdf |
| T3-9 | China | 261 | Ming Zhi Guo | The Hong Kong Polytechnic University | An effective way to incorporate nano-TiO2 in photocatalytic cementitious materials | e261.pdf |
| T3-9 | Japan | 267 | Takuya Hasegawa | Hokkaido University | Study on drying shrinkage strain and moisture transfer in concrete with finish coating materials | e267.pdf |
| T3-9 | Italy | 429 | T. De Marco | CTG Italcementi Group | Use of photocatalytic products for sustainable construction development | e429.pdf |
| T4-1 | Japan | 436 | Tsutomu Nishioka | Hanshin Expressway Engineering Company Ltd. | A study on the reinforced concrete column with the alkali silica reaction in Hanshin expressway viaducts | e436.pdf |
| T4-1 | Japan | 441 | Yasushi Tanaka | Nagaoka University of Technology | Life cycle cost of road bridges affected by salt attack on the sea of japan coast in Niigata prefecture | e441.pdf |
| T4-1 | Japan | 497 | Kiyoshi Honjo | West Nippon Expressway Co., Ltd. | Investigation of deteriorated RC slabs on steel girder by chloride attack of deicing salt | e497.pdf |
| T4-1 | Japan | 590 | Kenji Otsu | Nippon Expressway Research Institute Co., Ltd. | The current situation and maintenance of expressways in Japan | e590.pdf |
| T4-2 | Japan | 84 | Mikio Wakasugi | Sumitomo Osaka Cement Co., Ltd. | Performance of silane water repellent and flexible PCM coating applied on ASR deteriorated structures after over 20 years | e084.pdf |
| T4-2 | Japan | 94 | Hiroyuki Fujimoto | Japan Sewage Works Agency | Evaluation of sulfuric acid resistant mortar as a corrosion protection method for sewerage facilities | e094.pdf |
| T4-2 | Turkey | 191 | Ali Osman Kuruscu | Yildiz Technical University | Effective use of structural materials in sustainable design | e191.pdf |
| T4-2 | Japan | 285 | Shingo Watanabe | Kanazawa University | Changes in pore structure by a silicate-based surface penetrant and their effects on mechanical and transport properties in cement pastes | e285.pdf |
| T4-2 | Saudi Arabia | 531 | Fahad M Almutlaq | SABIC Technology Center | Corrosion behavior of reinforcing steel in cement mortars containing EAF dust | e531.pdf |
| T4-3 | Japan | 101 | Shingo Watanabe | Kanazawa University | Changes in pore structure by a silicate-based surface penetrant and their effects on mechanical and transport properties in cement pastes | e101.pdf |
| T4-3 | Australia | 438 | Jiting Xie | UNSW Canberra | Effect of water content on the development of fly ash-based geopolymers in heat and ambient curing conditions | e438.pdf |
| T4-3 | Viet Nam | 500 | Dong V. Dao | University of Transport and Communications | Investigation of the behaviours of geopolymer mortar after heating to elevated temperatures | e500.pdf |
| T4-3 | Poland | 514 | Tomasz Ponikiewski | Silesian University of Technology | The rheological and mechanical properties of self-compacting concrete with high calcium fly ash | e514.pdf |
| T4-3 | Malaysia | 530 | Hussin, M. W. | Universiti Teknologi Malaysia | Study on dry-wet cyclic resistance of geopolymer mortars using blended ash from agro-industrial waste | e530.pdf |
| T4-4 | United Kingdom | 75 | Peter Claisse | Coventry University | Progress with Cem-Zero | e075.pdf |
| T4-4 | United Kingdom | 76 | Fei Jin | University of Cambridge | Effect of different MgO on the hydration of MgO-activated granulated ground blastfurnace slag paste | e076.pdf |
| T4-4 | Japan | 165 | Yasutomo Ueki | Nippon Steel & Sumikin Blast-Furnace Slag Cement Co., Ltd | Long-term investigation of the properties on slag and fly ash cement and the appropriate curing condition | e165.pdf |
| T4-4 | India | 434 | Ravindra Gettu | CSIR-Structural Engineering Research Centre | Influence of portland pozzolana cement on the service life of reinforced concrete under chloride attack | e434.pdf |
| T4-4 | United Kingdom | 555 | Jun Ren | University College London | A preliminary study on the effect of separate addition of lignosulfonate superplasticiser and waterglass on the rheological behaviour of alkali-activated slags | e555.pdf |
| T4-5 | Czech | 152 | Tomas Melichar | Brno University of Technology | Study on the utilization of waste from manufacture of cement-bonded particleboards in their re-production | e152.pdf |
| T4-5 | Japan | 220 | Yoshihiko Takada | Hanshin Expressway company limited | Study of mix proportion and quality control of porous concrete pavement used on urban expressway tunnel | e220.pdf |
| T4-5 | France | 231 | Thierry Chaussadent | IFSTTAR | Innovative solutions for the use of high sulfate content materials as aggregates for concrete | e231.pdf |
| T4-5 | Japan | 300 | Harutake Imoto | BASF Japan Ltd. | Effect of calcium silicate hydrates-type accelerator on the hydration and the early strength development of concrete cured at 5 or at 20 degrees centigrade | e300.pdf |
| T4-5 | Australia | 447 | Vivian W. Y. Tam | University of Western Sydney | Development of optimal mixing approach for recycled aggregate concrete | e447.pdf |
| T4-6 | Japan | 29 | Paweena Jariyathitipong | Landes Co., Ltd | Strength and durability of concrete with blast furnace slag | e029.pdf |
| T4-6 | Iran | 115 | Solmaz Atarodi | Amirkabir University of Technology | Durability of concretes containing ground granulated blast furnace GGBS against sulfate attack | e115.pdf |
| T4-6 | Japan | 264 | Hiroki Sugi | The University of Tokushima | Durability of concrete composites containing fly ash and blast furnace slag for use in precast concrete products | e264.pdf |
| T4-6 | Australia | 453 | Mohammad Khan | University of New South Wales at the Australian Defence Force Academy | Effect of NaOH activation on ettringite in concrete containing ground granulated blast furnace slag | e453.pdf |
| T4-6 | Netherlands | 552 | Haoliang Huang | Delft University of Technology | Self-healing of cracks by using saturated calcium hydroxide solution to activate slag in slag cementitious materials | e552.pdf |
| T4-7 | Australia | 32 | Ion Dumitru | Boral Construction Materials | Field trials using recycled glass as natural sand replacement and powdered glass as cementitious materials replacement in concrete pavements | e032.pdf |
| T4-7 | United States | 49 | Jacob S. Wurtz | Kiewit Power Engineers | An investigation of the suitability of pottery cull for aggregate replacement in concrete | e049.pdf |
| T4-7 | Turkey | 167 | Perviz Ahmedzade | Ege University | Modification of bitumen by recycled post-consumer low density polyethylene with surface activated using air ion irradiation | e167.pdf |
| T4-7 | China | 187 | Zhen He | Wuhan University | Research on the abrasion resistance of concrete with nano-SiO2, super-fine slag and rubber powder | e187.pdf |
| T4-7 | United States | 230 | Bruce W. Ramme | We Energies | “EcoPad” in-situ mixed concrete pavement with a 93% to 100% total recycled content | e230.pdf |
| T4-8 | Poland | 154 | Dominik Logon | Technical University of Wroclaw | Hybrid reinforcement in SRCC concrete | e154.pdf |
| T4-8 | Turkey | 233 | Kursat Esat Alyamac | Firat University | Investigation of fracture parameters of self-compacting concrete produced with marble powder by peak-load method | e233.pdf |
| T4-8 | Poland | 239 | Dominik Logon | Technical University of Wroclaw | The rheological and mechanical properties of the SRCC composites | e239.pdf |
| T4-8 | United States | 270 | Ahmed Abdel-Mohti | Ohio Northern University | Examination of load distribution factors for various bridge types | e270.pdf |
| T4-8 | Japan | 446 | Ryoichi Kawanaka | P.S. Mitsubishi Construction Co., Ltd. | A study of drying shrinkage for securing durability of PC bridge | e446.pdf |
| T4-9 | Japan | 292 | Kouji Onishi | Ube Industries, Ltd. | Study on alumina cement based sulfuric-acid-resistant mortar | e292.pdf |
| T4-9 | Japan | 326 | Shunsuke Onishi | Osaka Gas Co., Ltd. | Evaluation of durability of concrete for applying slipforming to construction of prestressed concrete outer tank for lng storage | e326.pdf |
| T4-9 | Japan | 452 | Takayuki Sato | Dai Nippon Toryo Co., Ltd. | Deterioration control of concrete structures by surface coating methods | e452.pdf |
| T4-9 | Japan | 484 | Kanemasa Nomaguchi | Plastics Lining Association | The recent progress of protecting engineering for cement concrete | e484.pdf |
| W1-1 | Japan | 120 | Masahiro Hyodo | Tottori University | A study on strength of self-disintegration vegetation base mixing unused resource and expansive admixture | e120.pdf |
| W1-1 | Japan | 354 | Tetsuya Ishida | The University of Tokyo | Modeling of coupled mass transport and chemical equilibrium in cement-solidified soil contaminated with heavy metal ion | e354.pdf |
| W1-1 | Japan | 559 | Takafumi Sugiyama | Hokkaido University | Durability of fly ash concrete in salt-laden environment | e559.pdf |
| W1-1 | Japan | 560 | Kenichiro Nakarai | Hiroshima University | Effect of pozzolan on cement-bentonite interaction in nuclear waste management | e560.pdf |
| W1-2 | Japan | 54 | Nobuaki Otsuki | Tokyo Institute of Technology | Chloride penetration profiles in existing harbor structures | e054.pdf |
| W1-2 | United States | 397 | Aleksandra Radlinska | Pennsylvania State University | Shrinkage characteristic of alkali-activated slag cements | e397.pdf |
| W1-2 | United States | 515 | Sulapha Peethamparan | Clarkson University | Characterization of alkali activated slag gel using nano-indentation | e515.pdf |
| W1-3 | Iran | 130 | Hesam Madani | Kerman Graduate University of Technology | The aggregation status of nanosilicas and silica fume, used in cementitious mixtures | e130.pdf |
| W1-3 | Japan | 145 | Shigeyoshi Nagataki | Tokyo Institute of Technology | Trend of utilizing silica fume in concrete and Japanese industrial standard (JIS A 6207) | e145.pdf |
| W1-3 | Iran | 386 | Ali A. Ramezanianpour | Amirkabir University of Technology | Influence of a low-activity slag and silica fume on the fresh properties and durability of high performance self-consolidating concrete | e386.pdf |
| W1-3 | Iran | 393 | Mahmoud Nili | Bu-Ali Sina University | The relationships between setting time and early age strength of concrete containing silica fume, fly ash and slag | e393.pdf |
| W1-3 | Japan | 546 | Tatsuhiko Saeki | Niigata University | Oxygen and chloride ion diffusion in concrete using silica fume, blast furnace slag and fly ash | e546.pdf |
| W1-4 | Japan | 25 | Masahiro Nomura | Central Nippon Highway Engineering Nagoya Corp. | Evaluation of maintenance methods for ASR-damaged structures in Hokuriku district, Japan | e025.pdf |
| W1-4 | Japan | 119 | Tomoshige Kamotani | P.S. Mitsubishi Construction Co., Ltd. | Repair performance of re-injecting of lithium-nitrite-containing solution and grout on corroded PC tendons due to antifreeze agents | e119.pdf |
| W1-4 | Japan | 121 | Tatsuya Nihei | Railway Technical Research Institute | An exprerimental study on the performance of reinforced concrete menbers subjected to repeated huge earthquakes damage and repair | e121.pdf |
| W1-4 | Taiwan | 168 | Chi-Ping Wang | Feng Chia University | Experimental study on residual bond strength between post-installed rebar and concrete after elevated temperatures | e168.pdf |
| W1-4 | Czech | 332 | Cervenka Jan | Cervenka Consulting Ltd | Design of sustainable reinforced concrete structures assisted by numerical simulations | e332.pdf |
| W1-5 | Kuwait | 50 | Jacob S. Wurtz | Kiewit Power Engineers | An investigation of the effects of aggregate replacement with pottery cull in concrete | e050.pdf |
| W1-5 | Japan | 164 | Hiroshi Asai | Sumitomo Mitsui Construction Co., Ltd. | Mechanical properties of prestressed ultra high strength concrete beam with a molten slag as fine aggregate | e164.pdf |
| W1-5 | Japan | 283 | Yoshiyuki Sato | Iwate Prefectural Government | Applicability of sewage sludge ash (SSA) for paving materials: a study on using SSA as filler for asphalt mixture and base course material | e283.pdf |
| W1-5 | Japan | 304 | Shuo Yang | Kyushu University | Distribution of chloride in municipal solid waste incineration bottom ash | e304.pdf |
| W1-5 | Thailand | 427 | Rattapoohm Parichatprecha | Naresuan University | Mechanical properties of cement-bonded composite board produced from aseptic carton waste | e427.pdf |
| W1-6 | Japan | 100 | Hidemitsu Koyanagi | Taisei Corporation | Development of an evaluation system for comprehensive environmental performance of finishing materials | e100.pdf |
| W1-6 | Japan | 126 | Hirokazu Tanaka | Shimizu Corporation | Prediction of chloride ion penetration for concrete impregnated with silane water-repellent material | e126.pdf |
| W1-6 | Japan | 160 | Nozomu Someya | Tokyo University of science | Effect of application timing of silicate-based surface penetrants on the mass transport properties of concrete | e160.pdf |
| W1-6 | Japan | 200 | Kenichi Fujisawa | Nippon Jikkou Co.Ltd | Study of the applicability of the concrete protection method by sulfuric acid-proof mortar | e200.pdf |
| W1-6 | Japan | 330 | Hirotaka Hazehara | Fukuoka University | Fundamental study on the effectiveness of nitrite for polymer-cement mortar | e330.pdf |
| W1-7 | Egypt | 19 | Yasser R. Tawfic | Minia University | Fresh and hardened properties of highly workable concrete (HWC) | e019.pdf |
| W1-7 | Japan | 30 | Takashi Fujii | Okayama University | Effect of chemical admixture on property of fresh mortar using sludge water | e030.pdf |
| W1-7 | Japan | 140 | Yusuke Baba | BASF Japan Ltd. | Fundamental properties of low-viscosity self-compacting concrete with a superplasticizer containing an innovative viscosity-modifying admixture | e140.pdf |
| W1-7 | Sweden | 244 | Annika Gram | CBI | Obtaining rheological parameters from slump flow test for self-compacting concrete | e244.pdf |
| W1-7 | Japan | 245 | Kuniaki Sakurai | Obayashi Corporation | Influence of mix proportions on the segregation resistance of flowable concrete | e245.pdf |
| W1-8 | Japan | 59 | Akinori Komatsubara | Central Nippon Expressway Corp. | The diagnosis of severely damaged RC bridge piers with fracture of steel bars due to alkali-silica reaction | e059.pdf |
| W1-8 | Japan | 89 | Irfan Prasetia | Kanazawa University | The mitigating effect of ASR expansion in PC girder and PCa product by using high-quality fly ash | e089.pdf |
| W1-8 | Japan | 173 | Koichi Kobayashi | Gifu University | A fundamental study on concrete deterioration caused by combined effects of ASR and frost attack | e173.pdf |
| W1-8 | Japan | 218 | Yukio Takebe | DPS Bridge Works Co., Ltd. | Strengthening effect on prestressed concrete members affected by alkali-silica reaction (ASR) | e218.pdf |
| W1-8 | Taiwan | 479 | Chun-Tao Chen | National Taiwan University of Science and Technology | Mitigation of alkali-silica reaction in mortar with limestone addition and carbonation | e479.pdf |
| W1-9 | Japan | 26 | Shungo Matsui | West Nippon Expressway Engineering Kansai Co., Ltd. | Construction of bridge slab ends repair system | e026.pdf |
| W1-9 | Japan | 80 | Shigeru Takakuma | Waseda University | Life-cycle reliability of concrete bridges in an earthquake prone region and aggressive environment | e080.pdf |
| W1-9 | Japan | 122 | Keisuke Takahashi | Ube Industries,Ltd. | Development of grout containing classified fly ash and its application in repair and rehabilitation methods | e122.pdf |
| W1-9 | Japan | 439 | Hideo Matsushima | Dainichi Consultant Inc | Bridge repair method in Ethiopia | e439.pdf |
| W1-9 | Slovenia | 481 | Lojze Bevc | Slovenian National Building and Civil Engineering Institute | The importance of good design, maintenance and on-time repair work for long service life of structures | e481.pdf |
| W2-1 | Japan | 289 | Hikaru Nakmaura | Nagoya University | Analysis of de-lamination of concrete due to rebar corrosion | e299.pdf |
| W2-1 | Japan | 407 | Zhuguo LI | Yamaguchi University | Development of geopolymer concrete using ground molten slag of municipal waste incineration ash | e407.pdf |
| W2-1 | Japan | 449 | Takahiro Tamura | Tokuyama College of Technology | Research on practical use of construction database for preventing cracks in a concrete structure | e449.pdf |
| W2-1 | Japan | 557 | Ayaho Miyamoto | Yamaguchi University | Development of a bridge health monitoring system for short- and medium- span bridges based on bus vibration | e557.pdf |
| W2-2 | Poland | 71 | Michal A. Glinicki | Institute of Fundamental Technological Research | Strength and permeability of concrete with CEM II and "CEM V" cements containing high calcium fly ash | e071.pdf |
| W2-2 | India | 88 | Manu Santhanam | IIT Madras | Influence of some admixtures in mitigating the effects of sodium and magnesium sulphate attack in cement mortars | e088.pdf |
| W2-2 | United States | 131 | Chiara Villani | Purdue University | The influence of deicing salt exposure on the gas transport in cementitious materials | e131.pdf |
| W2-2 | Singapore | 561 | Jun-Yan Wang | National University of Singapore | Use of shrinkage reducing admixture to improve flexural performance of fiber reinforced ultra lightweight cement composites | e561.pdf |
| W2-3 | Australia | 10 | Academician Aleksander Samarin | FTSE | Use of concrete as a biological shield from ionising radiation | e010.pdf |
| W2-3 | Japan | 341 | Kazuhito Niwase | Japan Nuclear Fuel Limited | Study on the durability of the low diffusion layer for sub-surface radioactive waste disposal facilities in Japan | e341.pdf |
| W2-3 | Austria | 371 | Norbert Randl | Carinthia University of Applied Sciences | Sustainability aspects of different UHPC mixtures | e371.pdf |
| W2-3 | Taiwan | 458 | Chi-ming Lai | National Cheng-Kung University | Energy saving evaluation of the ventilated BIPV walls | e458.pdf |
| W2-3 | Japan | 496 | Fumio Mishina | Japan Concrete Erosion Prevent Association | Survey and evaluation on corrosion protection coatings for concrete structures of waste water treatment plants | e496.pdf |
| W2-4 | Japan | 234 | Kengo Hara | Oriental Shiraishi Corporation | Development on precast PC slab with a new type of joint for reinforcing bars, combination of lap splice and mechanical anchorage | e234.pdf |
| W2-4 | Japan | 269 | Kazunori Era | Kyokutokowa Co., Ltd. | Suppression of ASR expansion by pressurized injection of lithium nitrite | e269.pdf |
| W2-4 | Japan | 305 | Choonghyun Kang | Nagoya University | Evaluation and observation of autogenous healing ability of bond crack along rebar | e305.pdf |
| W2-4 | Japan | 312 | Masayuki Ishii | Shimane University | Applicability and accuracy of structural performance verification methods for composite renovated pipes | e312.pdf |
| W2-4 | Japan | 362 | Michael Henry | Hokkaido University | Analysis of cracking in high-strength cementitious materials under heating and re-curing using X-ray CT | e362.pdf |
| W2-5 | Japan | 162 | Shoji Nojima | Nippon Expressway Research Institute Company Limited | Follow-up study of FRP bonding method through exposure test | e162.pdf |
| W2-5 | Turkey | 178 | Hülya Kus | Istanbul Technical University | Durability assessment of external renderings on AAC based on 10-year long-term monitoring data | e178.pdf |
| W2-5 | Japan | 179 | Takashi Hitomi | Obayashi Co. | Study on long-term leaching behavior of low alkaline cement | e179.pdf |
| W2-5 | Japan | 299 | Hisao Emoto | Yamaguchi University | Remaining life prediction and verification of an aged bridge based on field inspections | e299.pdf |
| W2-5 | Japan | 316 | Masahiko Ohno | BASF Japan Ltd. | Durability testing of concrete containing lignin, BNS or PCE based water reducing admixtures after 5 years exposure under various conditions | e316.pdf |
| W2-6 | Japan | 138 | Katsuichi Miyaguchi | Denki Kagaku Kogyo Kabushiki Kaisya | 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 | e138.pdf |
| W2-6 | Japan | 207 | Takashi Sasaki | Denki Kagaku Kogyo Kabushiki Kaisya | The environmental load reduction effect by the desalination method of construction and the re-alkalization method of construction | e207.pdf |
| W2-6 | Japan | 232 | Makoto Yamamoto | Sumitomo Osaka Cement Co., Ltd. | Long term performance of cathodic protection applied on deteriorated PC girder specimen due to chloride ingress | e232.pdf |
| W2-6 | Japan | 327 | Satoru Yamamoto | The Nippon Corrosion Engineering Co., Ltd. | Verification of cathodic protection criteria for chloride attacked members of a RC pier | e327.pdf |
| W2-7 | United States | 51 | Alex Hak-Chul Shin | Louisiana State University | Coefficient of thermal expansion for concrete containing fly ash and slag | e051.pdf |
| W2-7 | Japan | 136 | Kanako Yanagimoto | Centra Nippon Expressway Company Limited | Reduction of environmental impacts and enhancement of durability application of portland blast-furnace slag cement to bridges | e136.pdf |
| W2-7 | Japan | 204 | Hideaki Taniguchi | Japan Prestressed Concrete Contractors Association | Characteristics of concrete using ground granulated blast-furnace slag | e204.pdf |
| W2-7 | Japan | 263 | Atsushi Yatagai | DC Co., Ltd. | Properties of concrete with blast-furnace slag cement made from clinker with adjusted mineral composition | e263.pdf |
| W2-7 | Japan | 398 | Daiki Atarashi | Tokyo Institute of Technology | Study on cement recycling system using sodium gluconate | e398.pdf |
| W2-7 | Japan | 459 | Yusuke Uchida | Tokyo Metropolitan University | A study on lightweight multifunctional concrete made using waste PET bottles | e459.pdf |
| W2-8 | Poland | 85 | Joanna Julia Sokolowska | Warsaw University of Technology | Effect of acidic environments on cement concrete degradation | e085.pdf |
| W2-8 | Japan | 102 | Yogarajah Elakneswaran | The University of Tokyo | Durability of cementitious materials under combined sulfate attack and leaching: development and application of a coupled physiochemical and geochemical model | e102.pdf |
| W2-8 | Japan | 112 | Chikao Sannoh | Hokuriku Electric Power Company Co., Ltd. | The suppressing effect of fly ash on ASR under outdoor exposure conditions at the seashore | e112.pdf |
| W2-8 | Italy | 520 | Maria Bignozzi | University of Bologna | Thermal stability and microstructural analysis of inorganic polymer binders based on Italian and Australian fly ash | e520.pdf |
| W2-8 | Czech | 548 | Aneta Šťastná | Charles University in Prague | Microscopic examination of alkali-reactive volcanic rocks from the Bohemian Massif (Czech Republic) | e548.pdf |
| W2-9 | Japan | 201 | Takahiko Amino | Toa Corporation | Long term effects of section repair method applied to PC girders damaged by chloride attack | e201.pdf |
| W2-9 | Czech | 364 | Jiri Brozovsky | Brno University of Technology | Use of non-destructive ultrasonic pulse testing methods in evaluation of brick parameters | e364.pdf |
| W2-9 | Japan | 369 | Tetsuya Suzuki | Niigata Univesity | Damage estimation of freeze - thawed concrete by AE analysis in core test | e369.pdf |
| W2-9 | India | 444 | Anjan K. Chatterjee | Conmat Technologies Private Limited | Concrete repair materials from clinkerless fly ash based formulations containing inorganic and organic polymers | e444.pdf |
| W2-9 | United Kingdom | 516 | Agnieszka J. Klemm | Glasgow Caledonian University | Combined effect of polymeric fibres and SAP on the performance of repair mortars | e516.pdf |