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Third International Conference  on  Sustainable Construction Materials and Technologies
August 18 – August 21 2013, Kyoto Research Park, Kyoto, Japan
List of papers by second name with links to full text
Session Country Number Name Affiliation Title of Paper Link
T4-8 United States 270 Ahmed Abdel-Mohti Ohio Northern University Examination of load distribution factors for various bridge types e270.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
M2-8 Libya 20 Hakim S. Abdelgader Tripoli University Flexural strength of two-stage concrete e020.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 United Kingdom 47 Farhat Abubaker University of Sheffield Investigation of concrete - clay interaction with regards to thaumasite form of sulfate attack e047.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
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
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
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
T4-2 Saudi Arabia 531 Fahad M Almutlaq SABIC Technology Center Corrosion behavior of reinforcing steel in cement mortars containing EAF dust e531.pdf
M4-9 Turkey 24 Mehmet Fatih Altan Istanbul Aydin University Straw bale houses: a quick solution to accommodation problem e024.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
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
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
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
W2-7 Japan 398 Daiki Atarashi Tokyo Institute of Technology Study on cement recycling system using sodium gluconate e398.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
M2-4 Lebanon 158 Elie Awwad American University of Beirut An analytical Linear model for hemp-reinforced concrete e158.pdf
T2-4 Lebanon 159 Elie Awwad Freelancer Concrete masonry blocks reinforced with local industrial hemp fibers and hurds e159.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
T1-6 Malaysia 43 Cheah Chee Ban Universiti Sains Malaysia The durability properties of high performance mortar with HCWA-DSF supplementary binder e043.pdf
T2-5 Italy 474 Maria Antonia Barucco IUAV University of Venice Semantic innovation: a driver for the innovation of construction materials e474.pdf
M4-6 Algeria 387 Abdelhalim Benouis University of Guelma Effect of chemical admixtures on mortar’s durability e387.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
T1-8 Iraq 62 Dallshad K. H. Bzeni University of Salahaddin Estimating strength of SCC using non-destructive combined method e062.pdf
T2-4 Malaysia 506 Aamer Bhutta Universiti Teknologi Malaysia Strengthening reinforced concrete beams using kenaf fiber reinforced polymer composite laminates e506.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
M3-4 Czech 199 Vlastimil Bilek ZPSV a.s. Sustainability of concrete elements from concrete with ternary binders e199.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
T2-3 United Kingdom 113 Sevket Can Bostanci Kingston University Contribution of composite cements in reducing embodied CO2 e113.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
T2-8 Czech 549 Radim Cajka VSB - Technical University Tensile stress and crack elimination in concrete floors and foundations e549.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
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
T4-5 France 231 Thierry Chaussadent IFSTTAR Innovative solutions for the use of high sulfate content materials as aggregates for concrete e231.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
M3-2 Australia 53 Daniela Ciancio University of Western Australia Rammed earth: an overview of a sustainable construction material e053.pdf
T4-4 United Kingdom 75 Peter Claisse Coventry University Progress with Cem-Zero e075.pdf
M4-7 United Kingdom 420 Peter Claisse Coventry University Corrosion durability of high performance steel fibre reinforced concrete e420.pdf
T1-8 Portugal 412 José Júlio Correia da Silva University of Evora Project Marie: presentation and stage of development e412.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
T3-8 France 83 Aveline Darquennes PRES Université Sud Paris Cracking sensibility of slag cement concrete at early age e083.pdf
M3-7 Japan 146 Amry Dasar Kyushu University Durability of marine concrete with mineral admixture and marine aquatic organism layer e146.pdf
T2-9 India 573 Jitendra Pragji Desai Ambuja cements Limited Sustainable construction materials - the Singapore experience e573.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 529 Pasla Dinakar Indian Institute of Technology Bhubaneswar Development of high strength high performance concrete using Indian metakaolin e529.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
M2-4 Australia 31 Ion Dumitru Boral Construction Materials Constraints in using manufactured sands in concrete pavements in Australia e031.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
M3-7 Japan 174 Le Anh Dung Gifu University An experimental study on corrosion protection performance of HPFRCCS with fine cracks e174.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
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
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
T2-6 Egypt 265 Hanan Eltobgy Benha University Effect of belt truss systems on the enhancement of progressive collapse of steel buildings e265.pdf
M4-9 Egypt 266 Hanan Eltobgy Benha University Durability of steel fiber-reinforced concrete filled steel tubes under eccentric loads e266.pdf
W2-5 Japan 299 Hisao Emoto Yamaguchi University Remaining life prediction and verification of an aged bridge based on field inspections e299.pdf
W2-4 Japan 269 Kazunori Era Kyokutokowa Co., Ltd. Suppression of ASR expansion by pressurized injection of lithium nitrite e269.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
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
M3-4 Italy 215 Gabriele Fava Università Politecnica Delle Marche Compressive strength and leaching behavior of mortars using cement and wood ash e215.pdf
M4-2 Italy 17 Liberato Ferrara Politecnico di Milano Assessing the self healing capacity of cementitious composites e017.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
W1-7 Japan 30 Takashi Fujii Okayama University Effect of chemical admixture on property of fresh mortar using sludge water e030.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
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
M3-9 Japan 250 Yuichi Fukudome Kagoshima University A study on chloride binding property of concrete using CaO2Al2O3 as admixture e250.pdf
T2-5 Japan 344 Kazuto Fukudome Hazama Corporation Study on the feasibility of FA-sand premixed sand and fly-ash e344.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
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
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
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
T2-5 United States 38 Nader Ghafoori University of Nevada Las Vegas Impact compacted non-cement concretes e038.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
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
T2-6 Japan 175 Shinji Gomi Sunrec Co., Ltd. Reinforcement and dynamic behavior of polymer concrete for structural use e175.pdf
T2-9 Japan 571 Fuyuan Gong Hokkaido University 3D phase diagram for pore water in cement-based materials e571.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
W1-7 Sweden 244 Annika Gram CBI Obtaining rheological parameters from slump flow test for self-compacting concrete e244.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
T3-5 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
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
M3-3 Japan 79 Touya Hagino Waseda University Updating the reliability of concrete structures subjected to carbonation e079.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
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
T3-9 Japan 267 Takuya Hasegawa Hokkaido University Study on drying shrinkage strain and moisture transfer in concrete with finish coating materials e267.pdf
M3-6 Japan 237 Yuji Hatano Hiroshima university Effects of coarse aggregate content on sulfuric acid deterioration of concrete e237.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
T2-6 Japan 301 Yusuke Hayashi Shinko Wire Company, Ltd. Characteristics of developed high-strength prestressing strand e301.pdf
T1-2 Japan 443 Toshiya Hayashi Kimitsu City Rehabilitation of concrete lohse arch bridge: replacement of all hanger e443.pdf
W1-6 Japan 330 Hirotaka Hazehara Fukuoka University Fundamental study on the effectiveness of nitrite for polymer-cement mortar e330.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
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 179 Takashi Hitomi Obayashi Co. Study on long-term leaching behavior of low alkaline cement e179.pdf
M2-8 Japan 584 Masaki Hojo Kyoto University Recent advances in carbon fiber reinforced plastics e584.pdf
T1-2 Japan 139 Cheng Hong Hiroshima University Study on hysteretic bond mechanisms of plain round bar e139.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
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
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
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
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
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
T2-8 Japan 308 Hikotsugu Hyodo Taiheiyo Cement Corporation Evaluation of effect of aggregate properties on drying shrinkage of concrete e308.pdf
T1-9 Japan 486 Kou Ibayashi Nagaoka National College of Technology Road bridge brief inspection and input system with tablet computer e486.pdf
T2-7 Japan 277 Sonoko Ichimaru Ritsumeikan University Development of a new type of environmentally friendly porous concrete e277.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
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
T3-6 Japan 499 Keisuke Inoue Nippon Jikkou Co., ltd. About construction of concrete anticorrosion coating in high humidity environments e499.pdf
M2-1 Japan 117 Rita Irmawaty Kyushu University Deterioration of prestressed concrete beams due to combined effects of carbonation and chloride attack e117.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
M3-3 Japan 90 Satoru Ishiguro Mie University Heat control of pavement surface temperature using recycled materials e090.pdf
W2-4 Japan 312 Masayuki Ishii Shimane University Applicability and accuracy of structural performance verification methods for composite renovated pipes e312.pdf
T2-7 Iraq 186 Zainab Z. Ismail Baghdad University Environmental friendly concrete using giant reed as undesirable wild species e186.pdf
M2-6 Japan 184 Mitsuyasu Iwanami Tokyo Institute of Technology Corrosion monitoring of steel bars in port concrete structures e184.pdf
W1-4 Czech 332 Cervenka Jan Cervenka Consulting Ltd Design of sustainable reinforced concrete structures assisted by numerical simulations e332.pdf
T4-6 Japan 29 Paweena Jariyathitipong Landes Co., Ltd Strength and durability of concrete with blast furnace slag e029.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
M4-5 Japan 580 Toshiro Kamada Osaka University Recent development of NDT of concrete structures in Japan e580.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
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
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
W2-4 Japan 305 Choonghyun Kang Nagoya University Evaluation and observation of autogenous healing ability of bond crack along rebar e305.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
M2-8 Kuwait 13 Hassan Karam Kuwait Institute for Scintific research Effect of using magnetized water on concrete properties e013.pdf
M4-8 Japan 222 Kenichi Kata Sumitomo Mitsui Construction Co., Ltd. Design and construction of butterfly web bridge e222.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
M3-3 Japan 57 Takeshi Katsumi Kyoto University Recycling materials in geotechnical applications e057.pdf
T2-1 Japan 137 Masaru Kawamura Hanshin Expressway Corporation Limited Innovative maintenance and asset management for urban expressway structures e137.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
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
M3-5 Japan 176 Yuma Kawasaki Ritsumeikan University On-site measurement of corrosion of steel bars in concrete by acoustic emission e176.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
M3-3 United Kingdom 570 Nayrah Khandani Gateshead Council Construction waste management and resource efficiency e570.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
T3-7 Japan 46 Shohei Kimura Mitsubishi Materials Corporation Study of environmentally friendly concrete using limestone powder as an admixture e046.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
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
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
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
T2-7 United States 109 Eric P. Koehler Verifi Production methods for improving the sustainability of ready mixed concrete e109.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
T3-5 Korea 477 Taehoon Koh Korea Railroad Research Institute Field performance and durability of eco-friendly prestressed concrete sleeper e477.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
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
M2-9 Japan 155 Susumu Kono Tokyo Institute of Technology A green new deal building system with prestressed glue-laminated timber slabs e155.pdf
W1-6 Japan 100 Hidemitsu Koyanagi Taisei Corporation Development of an evaluation system for comprehensive environmental performance of finishing materials e100.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
M4-9 India 197 Rakesh Kumar Central Road Research Institute Suitability of concrete reinforced with synthetic fiber for the construction of pavements e197.pdf
T3-3 India 78 Sujita Kumari IIT Roorkee Optimization of cement content in concrete using additives e078.pdf
T3-1 Japan 288 Yuki Kurihara Japan Prestressed Concrete Contractors Association Structural safety assessment with dynamic characteristics of prestressed concrete structures e288.pdf
T2-4 Japan 248 Morio Kurita Shimizu Corporation Environmental durability of hybrid FRP girder e248.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
T4-2 Turkey 191 Ali Osman Kuruscu Yildiz Technical University Effective use of structural materials in sustainable design e191.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
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
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
W2-3 Taiwan 458 Chi-ming Lai National Cheng-Kung University Energy saving evaluation of the ventilated BIPV walls e458.pdf
W2-1 Japan 407 Zhuguo LI Yamaguchi University Development of geopolymer concrete using ground molten slag of municipal waste incineration ash e407.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
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
M4-9 Taiwan 192 Wei-Ting Lin National Ilan University Corrosion behavior of polyolefin fiber cement-based composites containing supplementary cementitious materials e192.pdf
T4-8 Poland 154 Dominik Logon Technical University of Wroclaw Hybrid reinforcement in SRCC concrete e154.pdf
T4-8 Poland 239 Dominik Logon Technical University of Wroclaw The rheological and mechanical properties of the SRCC composites e239.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
M2-6 Belgium 361 Mathias Maes Ghent University Resistance of cracked concrete to chloride attack e361.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
M4-3 Italy 501 Stefania Manzi University of Bologna Effect of adhered mortar of recycled concrete aggregates on long-term concrete properties e501.pdf
T3-9 Italy 429 T. De Marco CTG Italcementi Group Use of photocatalytic products for sustainable construction development e429.pdf
M3-9 Japan 358 Ippei Maruyama Nagoya University Microstructure and strength change of hardened cement paste under drying process e358.pdf
T1-4 Portugal 523 Ana Mafalda Matos University of Porto Non-conventional additions from agricultural waste e523.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 439 Hideo Matsushima Dainichi Consultant Inc Bridge repair method in Ethiopia e439.pdf
T3-7 Brazil 380 Thaís Mayra de Oliveira Federal University of Juiz de Fora Potential use of gypsum as recyclable material e380.pdf
M4-7 Brazil 395 Gibson R Meira UFPB Long-term study of reinforcement corrosion in concrete structures in marine atmosphere zone e395.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
T1-1 Japan 579 Hirozo Mihashi Tohoku University JCI guidelines for assessment of existing concrete structures e579.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
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
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
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
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
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
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
M3-6 Japan 116 Shintaro Miyamoto Tohoku University A study on the reaction mechanism of hardened cement chemically damaged by mixed acids e116.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
M2-1 Japan 442 Shinichi Miyazato Kanazawa Institute of Technology Investigation of corrosion rate in reinforced concrete structure e442.pdf
T3-4 Japan 253 Kanako Mori Taiheiyo Cement Corporation Performance of ternary blended cement systems suitable for ultrahigh strength concrete e253.pdf
M3-9 Japan 329 Hiroaki Mori Taiheiyo Cement Corporation Chemical deterioration of hardened cement pastes immersed in calcium chloride solution e329.pdf
T3-9 Japan 142 Kenji Motohashi Shibaura Institute of Technology Evaluation methods of concrete carbonation suppressive performance of surface coating e142.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
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
T3-1 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
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
M4-8 Japan 278 Hiroyuki Musha Taisei Corporation Sustainable UFC structures in Japan and its durability performance e278.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
  Australia 198 Farhad Nabavi University of Technology Sydney Performance of Polymer-Concrete Composites Exposed to Harsh Environment e198.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
M4-4 Iran 469 Reza Naghdi Zanjan University Evaluation of autogenous shrinkage of high-performance concrete e469.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
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
T1-5 United States 296 Tarun R. Naik University of Wisconsin - Milwaukee CO2 sequestration in foamed controlled low strength materials e296.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
M3-5 Japan 118 Hiroyuki Nakagawa Shikoku Research Institute Inc. Monitoring of deterioration due to ASR using ultrasonic frequency spectrum e118.pdf
W2-1 Japan 289 Hikaru Nakmaura Nagoya University Analysis of de-lamination of concrete due to rebar corrosion e299.pdf
W1-1 Japan 560 Kenichiro Nakarai Hiroshima University Effect of pozzolan on cement-bentonite interaction in nuclear waste management e560.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
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
W1-3 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
M4-1 Japan 56 Takahiro NISHIDA Tokyo Institute of Technology Some considerations for the applicability of seawater as mixing water in concrete e056.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
M2-3 Japan 279 Tomoya Nishiwaki Tohoku University Evaluation of self-healing capability of FRCC using PVA as reinforcing fiber and admixture e279.pdf
M2-2 India 82 M. R. Nivitha Indian Institute of Technology Madras Viscoelastic - non-Newtonian transitory response of cement paste and superplasticizer combinations e082.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
W2-5 Japan 162 Shoji Nojima Nippon Expressway Research Institute Company Limited Follow-up study of FRP bonding method through exposure test e162.pdf
T4-9 Japan 484 Kanemasa Nomaguchi Plastics Lining Association The recent progress of protecting engineering for cement concrete e484.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
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
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
M3-5 Japan 64 Masayasu Ohtsu Kumamoto University Estimation of surface-crack depth by stack imaging of spectral amplitudes in ultrasonic-echo e064.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
T4-9 Japan 292 Kouji Onishi Ube Industries, Ltd. Study on alumina cement based sulfuric-acid-resistant mortar e292.pdf
T1-8 Japan 348 Hiroshi Onishi Iwate University Health monitoring of RC decks with simplified impact test method e348.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
M3-6 Japan 144 Yutaka Ookame Hiroshima University Study on long term concrete deterioration due to sulfuric acid e144.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
M3-5 Japan 346 Yoshinobu Oshima Kyoto University Chaotic characteristics of elastic waves propagating in concrete material e346.pdf
M3-8 Japan 189 Takeshi Oshiro University of the Ryukyus Technical development of highly durable pretension PC girder e189.pdf
T4-1 Japan 590 Kenji Otsu Nippon Expressway Research Institute Co., Ltd. The current situation and maintenance of expressways in Japan e590.pdf
W1-2 Japan 54 Nobuaki Otsuki Tokyo Institute of Technology Chloride penetration profiles in existing harbor structures e054.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
T2-8 Japan 472 Mitsuo Ozawa Gunma University Expansion energy and hydration products of expansive mortar at different temperatures e472.pdf
W1-5 Thailand 427 Rattapoohm Parichatprecha Naresuan University Mechanical properties of cement-bonded composite board produced from aseptic carton waste e427.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
W1-2 United States 515 Sulapha Peethamparan Clarkson University Characterization of alkali activated slag gel using nano-indentation e515.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
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
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
W1-2 United States 397 Aleksandra Radlinska Pennsylvania State University Shrinkage characteristic of alkali-activated slag cements e397.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
T1-5 Iran 221 Ali Akbar Ramezanianpour Amirkabir University of Technology Compressive strength of fly ash geopolymer paste designed by Taguchi method e221.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
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
W2-3 Austria 371 Norbert Randl Carinthia University of Applied Sciences Sustainability aspects of different UHPC mixtures e371.pdf
M4-2 India 307 A N Vyasa Rao Ambuja cements Ltd. Microfine ground granulated blast furnace slag for high performance concrete e307.pdf
T1-2 Malaysia 537 R. Rashid Univeristi Putra Malaysia Analytical model for CFRP strengthened RC columns in humid conditions e537.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
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
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
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
M4-1 Japan 562 Yasutaka Sagawa Kyushu University Properties of concrete with GGBS and its applications for bridge superstructures e562.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
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
T1-4 Japan 394 Yasuhito Sakai Hanshin Expressway Company Limited A joint initiative for recycling sludge generated by shield tunneling excavation e394.pdf
T2-7 Japan 337 Yuki Sakoi Hachinohe Institute of Thechnology Properties of concrete used in ferronickel slag aggregate e337.pdf
W1-7 Japan 245 Kuniaki Sakurai Obayashi Corporation Influence of mix proportions on the segregation resistance of flowable concrete e245.pdf
W2-3 Australia 10 Academician Aleksander Samarin FTSE Use of concrete as a biological shield from ionising radiation e010.pdf
M2-2 India 87 Manu Santhanam Indian Institute of Technology Madras Evaluation of superplasticizer performance in concrete e087.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
W2-8 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
W2-6 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
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
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
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
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
T4-9 Japan 452 Takayuki Sato Dai Nippon Toryo Co., Ltd. Deterioration control of concrete structures by surface coating methods e452.pdf
T3-8 Japan 582 Ryoichi Sato Hiroshima University JCI guidelines for control of cracking of mass concrete 2008 e582.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
T1-9 Japan 457 Daisuke Sawaki Taiheiyo Consultant Co., Ltd. Determination of kind of cement in hardened concrete by electron probe microanalyzer e457.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
T2-4 Japan 34 Kenzo Sekijima Kanto Gakuin University Shear reinforcing effect of continuous fiber rope on reinforced concrete beams e034.pdf
T1-7 Canada 370 Yixin Shao McGill University CO2 utilization in concrete e370.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
T1-3 Japan 366 Mitsuhiro Shigeishi Kumamoto University Pulsed power application to production of recycled aggregate e366.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
M4-7 United States 418 Marcia Silva University of Wisconsin-Milwaukee Biodeterioration of concrete structures in coastal zone e418.pdf
W2-8 Poland 85 Joanna Julia Sokolowska Warsaw University of Technology Effect of acidic environments on cement concrete degradation e085.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
M4-2 Singapore 378 Bruno D’Souza BASF South East Asia Pte Limited Applications of smart dynamic concrete e378.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
T1-9 Thailand 588 Boonchai Stitmannaithum Chulalongkorn University Chloride penetration into reinforced concrete structure e588.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
W1-1 Japan 559 Takafumi Sugiyama Hokkaido University Durability of fly ash concrete in salt-laden environment e559.pdf
T3-1 Japan 262 Hideyuki Suzuki Hanshin Expressway Company Limited Maintenance management of ASR structures in Hanshin expressway e262.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
W2-9 Japan 369 Tetsuya Suzuki Niigata Univesity Damage estimation of freeze - thawed concrete by AE analysis in core test e369.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
M4-6 Japan 238 Satoshi Takaya Kyoto University Development of spalling crack prediction model with infrared thermography e238.pdf
T2-1 Japan 322 Ryosuke Takahashi University of Yamanashi Shear failure behavior of RC beam with corroded shear reinforcement e322.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
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
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
W1-9 Japan 80 Shigeru Takakuma Waseda University Life-cycle reliability of concrete bridges in an earthquake prone region and aggressive environment e080.pdf
W1-8 Japan 218 Yukio Takebe DPS Bridge Works Co., Ltd. Strengthening effect on prestressed concrete members affected by alkali-silica reaction (ASR) e218.pdf
M2-9 France 468 Franck Taillandier University of Bordeaux Multi-criteria decision modeling for the selection of timber in building structures e468.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
T4-5 Australia 447 Vivian W. Y. Tam University of Western Sydney Development of optimal mixing approach for recycled aggregate concrete e447.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
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
W1-6 Japan 126 Hirokazu Tanaka Shimizu Corporation Prediction of chloride ion penetration for concrete impregnated with silane water-repellent material e126.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
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
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
T2-5 Thailand 585 Somnuk Tangtermsirikul Thammasat University Practices for sustainable development for concrete construction in Thailand e585.pdf
W2-7 Japan 204 Hideaki Taniguchi Japan Prestressed Concrete Contractors Association Characteristics of concrete using ground granulated blast-furnace slag e204.pdf
T1-6 Japan 428 Seiji Tanoue Keisoku Research Consultant Co. Concrete surface strain measurement using moiré fringes e428.pdf
T1-1 Japan 190 Abrham Tarekegn Yokohama National University Restoration design for capacity performance assessment of RC slab bridges e190.pdf
M3-4 Japan 315 Khawaja Adeel Tariq Saitama University Behavior of cement treated sand under large deformations e315.pdf
W1-7 Egypt 19 Yasser R. Tawfic Minia University Fresh and hardened properties of highly workable concrete (HWC) e019.pdf
T2-4 Italy 490 Antonio Telesca Università degli Studi della Basilicata Expansive and non-expansive calcium sulfoaluminate-based cements e490.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
T3-2 Turkey 61 Pinar Teymür Istanbul Technical University Evaluation of vulnerable reinforced concrete frames retrofitted with pre-loaded thin panels e061.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
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
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
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
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
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
M2-5 Argentina 577 Roberto J. Torrent Materials Advanced Services Ltd. Service life prediction: theorecrete, labcrete and realcrete approaches e577.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
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
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
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
M4-6 Japan 311 Naoko Tsuchiya Building Reseach Institute Quick water movement around a crack of concrete under unsaturated condition e311.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 134 Shinya Uchida Ritsumeikan University A study on frequency analysis methods for concrete thickness estimation by impact elastic-wave method e134.pdf
W2-7 Japan 459 Yusuke Uchida Tokyo Metropolitan University A study on lightweight multifunctional concrete made using waste PET bottles e459.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
M4-1 Bangladesh 205 Mohammed Tarek Uddin University of Asia Pacific (UAP) Sustainable development of concrete construction works in bangladesh e205.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
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
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
M4-3 Japan 55 Atsushi Ueno Tokyo Metropolitan University Properties of extremely dry concrete made with eco-cement and recycled coarse aggregate e055.pdf
M3-7 Japan 275 Isao Ujike Ehime University A study on corrosion properties of rebar in fly ash concrete e275.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
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
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
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
W2-2 United States 131 Chiara Villani Purdue University The influence of deicing salt exposure on the gas transport in cementitious materials  e131.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
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
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
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
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
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
T2-2 Japan 280 Ken Watanabe Railway Technical Research Institute Strengthening of prestressed concrete girders having sheath partially filled with grout e280.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
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
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
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
M4-3 China 185 Jianzhuang Xiao Tongji University Review on recycled aggregate concrete in the past 15 years in China e185.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
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
M2-1 Japan 257 Toru Yamaji Port and Airport Research Institute Study on concrete deterioration and deterioration indicators in marine environments e257.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
T3-6 Japan 430 Takuji Yamada Japan Paint Inspection and testing Association Evaluation method on bond property of concrete surface coating system e430.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
T3-1 Japan 70 Tsutomu Yamamoto Tokyo Metro Co., Ltd Investigation on the critical conditions of chloride attack in subway tunnels e070.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
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
T1-9 Japan 309 Daisuke Yamamoto Kyushu University Evaluation of compressive strength of concrete using small diameter core e309.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
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
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
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
W1-5 Japan 304 Shuo Yang Kyushu University Distribution of chloride in municipal solid waste incineration bottom ash e304.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
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
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
M2-1 Japan 258 Hiroshi Yokota Hokkaido University Evaluation and prediction on performance degradation of marine concrete structures e258.pdf
T3-4 Japan 333 Toshio Yonezawa Takenaka Corporation High-slag cement and structures for substantial reduction of energy and CO2 e333.pdf
M2-5 Japan 317 Taku Yoshikawa Japan Prestressed Concrete Contractors Association Research on stress state evaluation for highway PC bridge e317.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
T2-1 Turkey 149 Isa Yüksel Bursa Technical University Earthquake behavior of reinforced concrete frames subjected to rebar corrosion e149.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
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
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
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