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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 paper number with links to full text
Session	Country	Number	Name	Affiliation	Title of Paper	Link
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
W2-3	Australia	10	Academician Aleksander Samarin	FTSE	Use of concrete as a biological shield from ionising radiation	e010.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
M2-8	Kuwait	13	Hassan Karam	Kuwait Institute for Scintific research	Effect of using magnetized water on concrete properties	e013.pdf
M4-2	Italy	17	Liberato Ferrara	Politecnico di Milano	Assessing the self healing capacity of cementitious composites	e017.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
W1-7	Egypt	19	Yasser R. Tawfic	Minia University	Fresh and hardened properties of highly workable concrete (HWC)	e019.pdf
M2-8	Libya	20	Hakim S. Abdelgader	Tripoli University	Flexural strength of two-stage concrete	e020.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
M4-9	Turkey	24	Mehmet Fatih Altan	Istanbul Aydin University	Straw bale houses: a quick solution to accommodation problem	e024.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
W1-9	Japan	26	Shungo Matsui	West Nippon Expressway Engineering Kansai Co., Ltd.	Construction of bridge slab ends repair system	e026.pdf
T4-6	Japan	29	Paweena Jariyathitipong	Landes Co., Ltd	Strength and durability of concrete with blast furnace slag	e029.pdf
W1-7	Japan	30	Takashi Fujii	Okayama University	Effect of chemical admixture on property of fresh mortar using sludge water	e030.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
M3-9	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
T2-4	Japan	34	Kenzo Sekijima	Kanto Gakuin University	Shear reinforcing effect of continuous fiber rope on reinforced concrete beams	e034.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
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
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
T1-6	Malaysia	43	Cheah Chee Ban	Universiti Sains Malaysia	The durability properties of high performance mortar with HCWA-DSF supplementary binder	e043.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
M2-4	Brazil	45	Liseane Padilha Thives	Federal University of Santa Catarina State	The use of asphalt rubber mixtures to improve pavement overlays	e045.pdf
T3-7	Japan	46	Shohei Kimura	Mitsubishi Materials Corporation	Study of environmentally friendly concrete using limestone powder as an admixture	e046.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
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
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
M3-2	Australia	53	Daniela Ciancio	University of Western Australia	Rammed earth: an overview of a sustainable construction material	e053.pdf
W1-2	Japan	54	Nobuaki Otsuki	Tokyo Institute of Technology	Chloride penetration profiles in existing harbor structures	e054.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
M4-1	Japan	56	Takahiro NISHIDA	Tokyo Institute of Technology	Some considerations for the applicability of seawater as mixing water in concrete	e056.pdf
M3-3	Japan	57	Takeshi Katsumi	Kyoto University	Recycling materials in geotechnical applications	e057.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
T3-2	Turkey	61	Pinar Teymür	Istanbul Technical University	Evaluation of vulnerable reinforced concrete frames retrofitted with pre-loaded thin panels	e061.pdf
T1-8	Iraq	62	Dallshad K. H. Bzeni	University of Salahaddin	Estimating strength of SCC using non-destructive combined method	e062.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
M3-1	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
T3-1	Japan	70	Tsutomu Yamamoto	Tokyo Metro Co., Ltd	Investigation on the critical conditions of chloride attack in subway tunnels	e070.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
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
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
T1-7	United Kingdom	77	Eshmaiel Ganjian	Coventry University	Properties of sonochemically treated libyan kaolin pozzolan clay	e077.pdf
T3-3	India	78	Sujita Kumari	IIT Roorkee	Optimization of cement content in concrete using additives	e078.pdf
M3-3	Japan	79	Touya Hagino	Waseda University	Updating the reliability of concrete structures subjected to carbonation	e079.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
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
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
T3-8	France	83	Aveline Darquennes	PRES Université Sud Paris	Cracking sensibility of slag cement concrete at early age	e083.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
W2-8	Poland	85	Joanna Julia Sokolowska	Warsaw University of Technology	Effect of acidic environments on cement concrete degradation	e085.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
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
M3-3	Japan	90	Satoru Ishiguro	Mie University	Heat control of pavement surface temperature using recycled materials	e090.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
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
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
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
T1-7	United Kingdom	99	Eshmaiel Ganjian	Coventry University	Low carbon foot print binders for paving blocks	e099.pdf
W1-6	Japan	100	Hidemitsu Koyanagi	Taisei Corporation	Development of an evaluation system for comprehensive environmental performance of finishing materials	e100.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
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
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
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
T2-7	United States	109	Eric P. Koehler	Verifi	Production methods for improving the sustainability of ready mixed concrete	e109.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
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
T2-3	United Kingdom	113	Sevket Can Bostanci	Kingston University	Contribution of composite cements in reducing embodied CO2	e113.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
M3-6	Japan	116	Shintaro Miyamoto	Tohoku University	A study on the reaction mechanism of hardened cement chemically damaged by mixed acids	e116.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
M3-5	Japan	118	Hiroyuki Nakagawa	Shikoku Research Institute Inc.	Monitoring of deterioration due to ASR using ultrasonic frequency spectrum	e118.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
W1-1	Japan	120	Masahiro Hyodo	Tottori University	A study on strength of self-disintegration vegetation base mixing unused resource and expansive admixture	e120.pdf
W1-4	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
W1-9	Japan	122	Keisuke Takahashi	Ube Industries,Ltd.	Development of grout containing classified fly ash and its application in repair and rehabilitation methods	e122.pdf
T1-1	United Kingdom	124	Susana Aguiar	Edinburgh Napier University	Evaluating structural capacity reductions due to reinforcement corrosion in coastal concrete elements	e124.pdf
W1-6	Japan	126	Hirokazu Tanaka	Shimizu Corporation	Prediction of chloride ion penetration for concrete impregnated with silane water-repellent material	e126.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
M4-4	Netherlands	129	J. H. M. Visser	TNO	Influence of the carbon dioxide concentration on the resistance to carbonation of concrete	e129.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
W2-2	United States	131	Chiara Villani	Purdue University	The influence of deicing salt exposure on the gas transport in cementitious materials	e131.pdf
M4-5	Japan	134	Shinya Uchida	Ritsumeikan University	A study on frequency analysis methods for concrete thickness estimation by impact elastic-wave method	e134.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
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
T2-1	Japan	137	Masaru Kawamura	Hanshin Expressway Corporation Limited	Innovative maintenance and asset management for urban expressway structures	e137.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
T1-2	Japan	139	Cheng Hong	Hiroshima University	Study on hysteretic bond mechanisms of plain round bar	e139.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
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
T3-9	Japan	142	Kenji Motohashi	Shibaura Institute of Technology	Evaluation methods of concrete carbonation suppressive performance of surface coating	e142.pdf
M3-6	Japan	144	Yutaka Ookame	Hiroshima University	Study on long term concrete deterioration due to sulfuric acid	e144.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
M3-7	Japan	146	Amry Dasar	Kyushu University	Durability of marine concrete with mineral admixture and marine aquatic organism layer	e146.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
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
T2-1	Turkey	149	Isa Yüksel	Bursa Technical University	Earthquake behavior of reinforced concrete frames subjected to rebar corrosion	e149.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
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
T4-8	Poland	154	Dominik Logon	Technical University of Wroclaw	Hybrid reinforcement in SRCC concrete	e154.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
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
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
M2-4	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
W1-6	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
T2-9	Japan	161	Kiyofumi Kurumisawa	Hokkaido University	Effect of microstructure and moisture content on the electric conductivity of hardened cement paste	e161.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
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
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
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
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
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
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
T2-7	Japan	172	Keisaburo Katano	Obayashi Corporation	Properties and application of concrete made with sea water and un-washed sea sand	e172.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
M3-7	Japan	174	Le Anh Dung	Gifu University	An experimental study on corrosion protection performance of HPFRCCS with fine cracks	e174.pdf
T2-6	Japan	175	Shinji Gomi	Sunrec Co., Ltd.	Reinforcement and dynamic behavior of polymer concrete for structural use	e175.pdf
M3-5	Japan	176	Yuma Kawasaki	Ritsumeikan University	On-site measurement of corrosion of steel bars in concrete by acoustic emission	e176.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
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
M2-6	Japan	184	Mitsuyasu Iwanami	Tokyo Institute of Technology	Corrosion monitoring of steel bars in port concrete structures	e184.pdf
M4-3	China	185	Jianzhuang Xiao	Tongji University	Review on recycled aggregate concrete in the past 15 years in China	e185.pdf
T2-7	Iraq	186	Zainab Z. Ismail	Baghdad University	Environmental friendly concrete using giant reed as undesirable wild species	e186.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
M3-1	Japan	188	Yoshio Shinoda	Nakabohtec Corrosion Protecting Co., Ltd.	Discussion on cathodic protection effect for steels in salt damaged concrete	e188.pdf
M3-8	Japan	189	Takeshi Oshiro	University of the Ryukyus	Technical development of highly durable pretension PC girder	e189.pdf
T1-1	Japan	190	Abrham Tarekegn	Yokohama National University	Restoration design for capacity performance assessment of RC slab bridges	e190.pdf
T4-2	Turkey	191	Ali Osman Kuruscu	Yildiz Technical University	Effective use of structural materials in sustainable design	e191.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
	Australia	198	Farhad Nabavi	University of Technology Sydney	Performance of Polymer-Concrete Composites Exposed to Harsh Environment	e198.pdf
M3-4	Czech	199	Vlastimil Bilek	ZPSV a.s.	Sustainability of concrete elements from concrete with ternary binders	e199.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
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
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
W2-7	Japan	204	Hideaki Taniguchi	Japan Prestressed Concrete Contractors Association	Characteristics of concrete using ground granulated blast-furnace slag	e204.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
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
M2-7	Bangladesh	208	Mohammed Tarek Uddin	University of Asia Pacific	Carbonation coefficient of concrete in Dhaka city	e208.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
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
M3-4	Italy	215	Gabriele Fava	Università Politecnica Delle Marche	Compressive strength and leaching behavior of mortars using cement and wood ash	e215.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
W1-8	Japan	218	Yukio Takebe	DPS Bridge Works Co., Ltd.	Strengthening effect on prestressed concrete members affected by alkali-silica reaction (ASR)	e218.pdf
M3-2	Spain	219	José Ramón Díaz de Terán	Universidad de Castilla-La Mancha	Improving the sustainability of concrete bridge construction	e219.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
T1-5	Iran	221	Ali Akbar Ramezanianpour	Amirkabir University of Technology	Compressive strength of fly ash geopolymer paste designed by Taguchi method	e221.pdf
M4-8	Japan	222	Kenichi Kata	Sumitomo Mitsui Construction Co., Ltd.	Design and construction of butterfly web bridge	e222.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
M2-4	Japan	228	Takumi Sawada	Penta-Ocean Construction Institute of Technology	Development of steel slag hydrated matrix with anti-washout performance	e228.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
T4-5	France	231	Thierry Chaussadent	IFSTTAR	Innovative solutions for the use of high sulfate content materials as aggregates for concrete	e231.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
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
W2-4	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
M3-6	Japan	237	Yuji Hatano	Hiroshima university	Effects of coarse aggregate content on sulfuric acid deterioration of concrete	e237.pdf
M4-6	Japan	238	Satoshi Takaya	Kyoto University	Development of spalling crack prediction model with infrared thermography	e238.pdf
T4-8	Poland	239	Dominik Logon	Technical University of Wroclaw	The rheological and mechanical properties of the SRCC composites	e239.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
M4-7	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
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
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
T2-4	Japan	248	Morio Kurita	Shimizu Corporation	Environmental durability of hybrid FRP girder	e248.pdf
M3-9	Japan	250	Yuichi Fukudome	Kagoshima University	A study on chloride binding property of concrete using CaO•2Al2O3 as admixture	e250.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
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
T3-4	Japan	253	Kanako Mori	Taiheiyo Cement Corporation	Performance of ternary blended cement systems suitable for ultrahigh strength concrete	e253.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
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
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
T3-1	Japan	262	Hideyuki Suzuki	Hanshin Expressway Company Limited	Maintenance management of ASR structures in Hanshin expressway	e262.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
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
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
T3-9	Japan	267	Takuya Hasegawa	Hokkaido University	Study on drying shrinkage strain and moisture transfer in concrete with finish coating materials	e267.pdf
M3-8	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
W2-4	Japan	269	Kazunori Era	Kyokutokowa Co., Ltd.	Suppression of ASR expansion by pressurized injection of lithium nitrite	e269.pdf
T4-8	United States	270	Ahmed Abdel-Mohti	Ohio Northern University	Examination of load distribution factors for various bridge types	e270.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
M2-6	Japan	272	Kentaro Koike	Kagoshima University	Effects of moisture condition and internal water movement on penetration property of chloride ion in concrete	e272.pdf
M4-8	Japan	273	Makoto Yamaguchi	Kumamoto University	Flexural performance of bamboo-reinforced-concrete beams using bamboo as main rebars and stirrups	e273.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
M3-7	Japan	275	Isao Ujike	Ehime University	A study on corrosion properties of rebar in fly ash concrete	e275.pdf
T2-7	Japan	277	Sonoko Ichimaru	Ritsumeikan University	Development of a new type of environmentally friendly porous concrete	e277.pdf
M4-8	Japan	278	Hiroyuki Musha	Taisei Corporation	Sustainable UFC structures in Japan and its durability performance	e278.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
T2-2	Japan	280	Ken Watanabe	Railway Technical Research Institute	Strengthening of prestressed concrete girders having sheath partially filled with grout	e280.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
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
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
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
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
T1-5	United States	286	Tarun R. Naik	University of Wisconsin - Milwaukee	Geopolymer concrete for sustainable developments: opportunities, limitations, and future needs	e286.pdf
T3-1	Japan	288	Yuki Kurihara	Japan Prestressed Concrete Contractors Association	Structural safety assessment with dynamic characteristics of prestressed concrete structures	e288.pdf
W2-1	Japan	289	Hikaru Nakmaura	Nagoya University	Analysis of de-lamination of concrete due to rebar corrosion	e299.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
T4-9	Japan	292	Kouji Onishi	Ube Industries, Ltd.	Study on alumina cement based sulfuric-acid-resistant mortar	e292.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
M2-5	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
W2-5	Japan	299	Hisao Emoto	Yamaguchi University	Remaining life prediction and verification of an aged bridge based on field inspections	e299.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
T2-6	Japan	301	Yusuke Hayashi	Shinko Wire Company, Ltd.	Characteristics of developed high-strength prestressing strand	e301.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
W1-5	Japan	304	Shuo Yang	Kyushu University	Distribution of chloride in municipal solid waste incineration bottom ash	e304.pdf
W2-4	Japan	305	Choonghyun Kang	Nagoya University	Evaluation and observation of autogenous healing ability of bond crack along rebar	e305.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
M4-2	India	307	A N Vyasa Rao	Ambuja cements Ltd.	Microfine ground granulated blast furnace slag for high performance concrete	e307.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	309	Daisuke Yamamoto	Kyushu University	Evaluation of compressive strength of concrete using small diameter core	e309.pdf
M4-6	Japan	311	Naoko Tsuchiya	Building Reseach Institute	Quick water movement around a crack of concrete under unsaturated condition	e311.pdf
W2-4	Japan	312	Masayuki Ishii	Shimane University	Applicability and accuracy of structural performance verification methods for composite renovated pipes	e312.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
M3-4	Japan	315	Khawaja Adeel Tariq	Saitama University	Behavior of cement treated sand under large deformations	e315.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
M2-5	Japan	317	Taku Yoshikawa	Japan Prestressed Concrete Contractors Association	Research on stress state evaluation for highway PC bridge	e317.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
T2-1	Japan	322	Ryosuke Takahashi	University of Yamanashi	Shear failure behavior of RC beam with corroded shear reinforcement	e322.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
T3-5	Japan	325	Yuji Mitani	Taiheiyo Cement Corporation	Reduction of autogenous shrinkage of ultra-high-strength concrete containing silica fume-premix cement	e325.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
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
M3-9	Japan	329	Hiroaki Mori	Taiheiyo Cement Corporation	Chemical deterioration of hardened cement pastes immersed in calcium chloride solution	e329.pdf
W1-6	Japan	330	Hirotaka Hazehara	Fukuoka University	Fundamental study on the effectiveness of nitrite for polymer-cement mortar	e330.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
W1-4	Czech	332	Cervenka Jan	Cervenka Consulting Ltd	Design of sustainable reinforced concrete structures assisted by numerical simulations	e332.pdf
T3-4	Japan	333	Toshio Yonezawa	Takenaka Corporation	High-slag cement and structures for substantial reduction of energy and CO2	e333.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
T2-7	Japan	337	Yuki Sakoi	Hachinohe Institute of Thechnology	Properties of concrete used in ferronickel slag aggregate	e337.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
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
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
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
T3-4	Japan	343	Shigeru Takahashi	Japan Cement Association	The state of conservation of energy and usage of wastes in cement plants in Japan	e343.pdf
T2-5	Japan	344	Kazuto Fukudome	Hazama Corporation	Study on the feasibility of FA-sand premixed sand and fly-ash	e344.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
M3-5	Japan	346	Yoshinobu Oshima	Kyoto University	Chaotic characteristics of elastic waves propagating in concrete material	e346.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
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
W1-1	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
M3-9	Japan	358	Ippei Maruyama	Nagoya University	Microstructure and strength change of hardened cement paste under drying process	e358.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
M2-6	Belgium	361	Mathias Maes	Ghent University	Resistance of cracked concrete to chloride attack	e361.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
W2-9	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	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	Japan	366	Mitsuhiro Shigeishi	Kumamoto University	Pulsed power application to production of recycled aggregate	e366.pdf
W2-9	Japan	369	Tetsuya Suzuki	Niigata Univesity	Damage estimation of freeze - thawed concrete by AE analysis in core test	e369.pdf
T1-7	Canada	370	Yixin Shao	McGill University	CO2 utilization in concrete	e370.pdf
W2-3	Austria	371	Norbert Randl	Carinthia University of Applied Sciences	Sustainability aspects of different UHPC mixtures	e371.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
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
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
M4-2	Singapore	378	Bruno D’Souza	BASF South East Asia Pte Limited	Applications of smart dynamic concrete	e378.pdf
T3-7	Brazil	380	Thaís Mayra de Oliveira	Federal University of Juiz de Fora	Potential use of gypsum as recyclable material	e380.pdf
T3-3	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
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
M4-6	Algeria	387	Abdelhalim Benouis	University of Guelma	Effect of chemical admixtures on mortar’s durability	e387.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
T1-4	Japan	394	Yasuhito Sakai	Hanshin Expressway Company Limited	A joint initiative for recycling sludge generated by shield tunneling excavation	e394.pdf
M4-7	Brazil	395	Gibson R Meira	UFPB	Long-term study of reinforcement corrosion in concrete structures in marine atmosphere zone	e395.pdf
W1-2	United States	397	Aleksandra Radlinska	Pennsylvania State University	Shrinkage characteristic of alkali-activated slag cements	e397.pdf
W2-7	Japan	398	Daiki Atarashi	Tokyo Institute of Technology	Study on cement recycling system using sodium gluconate	e398.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
W2-1	Japan	407	Zhuguo LI	Yamaguchi University	Development of geopolymer concrete using ground molten slag of municipal waste incineration ash	e407.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
T1-8	Portugal	412	José Júlio Correia da Silva	University of Evora	Project Marie: presentation and stage of development	e412.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
M4-7	United States	418	Marcia Silva	University of Wisconsin-Milwaukee	Biodeterioration of concrete structures in coastal zone	e418.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
M4-7	United Kingdom	420	Peter Claisse	Coventry University	Corrosion durability of high performance steel fibre reinforced concrete	e420.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
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
W1-5	Thailand	427	Rattapoohm Parichatprecha	Naresuan University	Mechanical properties of cement-bonded composite board produced from aseptic carton waste	e427.pdf
T1-6	Japan	428	Seiji Tanoue	Keisoku Research Consultant Co.	Concrete surface strain measurement using moiré fringes	e428.pdf
T3-9	Italy	429	T. De Marco	CTG Italcementi Group	Use of photocatalytic products for sustainable construction development	e429.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
T3-5	Taiwan	432	Yeou-Fong Li	National Taipei University of Technology	A study on the mechanical behaviour of the BFRP decks with fillers	e432.pdf
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
T4-1	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
T4-3	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
W1-9	Japan	439	Hideo Matsushima	Dainichi Consultant Inc	Bridge repair method in Ethiopia	e439.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
M2-1	Japan	442	Shinichi Miyazato	Kanazawa Institute of Technology	Investigation of corrosion rate in reinforced concrete structure	e442.pdf
T1-2	Japan	443	Toshiya Hayashi	Kimitsu City	Rehabilitation of concrete lohse arch bridge: replacement of all hanger	e443.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
T4-8	Japan	446	Ryoichi Kawanaka	P.S. Mitsubishi Construction Co., Ltd.	A study of drying shrinkage for securing durability of PC bridge	e446.pdf
T4-5	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
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
T4-9	Japan	452	Takayuki Sato	Dai Nippon Toryo Co., Ltd.	Deterioration control of concrete structures by surface coating methods	e452.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
T1-9	Japan	457	Daisuke Sawaki	Taiheiyo Consultant Co., Ltd.	Determination of kind of cement in hardened concrete by electron probe microanalyzer	e457.pdf
W2-3	Taiwan	458	Chi-ming Lai	National Cheng-Kung University	Energy saving evaluation of the ventilated BIPV walls	e458.pdf
W2-7	Japan	459	Yusuke Uchida	Tokyo Metropolitan University	A study on lightweight multifunctional concrete made using waste PET bottles	e459.pdf
M2-9	France	468	Franck Taillandier	University of Bordeaux	Multi-criteria decision modeling for the selection of timber in building structures	e468.pdf
M4-4	Iran	469	Reza Naghdi	Zanjan University	Evaluation of autogenous shrinkage of high-performance concrete	e469.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
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
T2-8	Japan	472	Mitsuo Ozawa	Gunma University	Expansion energy and hydration products of expansive mortar at different temperatures	e472.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
T2-5	Italy	474	Maria Antonia Barucco	IUAV University of Venice	Semantic innovation: a driver for the innovation of construction materials	e474.pdf
T3-5	Korea	477	Taehoon Koh	Korea Railroad Research Institute	Field performance and durability of eco-friendly prestressed concrete sleeper	e477.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	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
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
T4-9	Japan	484	Kanemasa Nomaguchi	Plastics Lining Association	The recent progress of protecting engineering for cement concrete	e484.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
T1-9	Japan	486	Kou Ibayashi	Nagaoka National College of Technology	Road bridge brief inspection and input system with tablet computer	e486.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
T2-4	Italy	490	Antonio Telesca	Università degli Studi della Basilicata	Expansive and non-expansive calcium sulfoaluminate-based cements	e490.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
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
T3-6	Japan	499	Keisuke Inoue	Nippon Jikkou Co., ltd.	About construction of concrete anticorrosion coating in high humidity environments	e499.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
M4-3	Italy	501	Stefania Manzi	University of Bologna	Effect of adhered mortar of recycled concrete aggregates on long-term concrete properties	e501.pdf
M4-6	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	Malaysia	506	Aamer Bhutta	Universiti Teknologi Malaysia	Strengthening reinforced concrete beams using kenaf fiber reinforced polymer composite laminates	e506.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
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
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
W1-2	United States	515	Sulapha Peethamparan	Clarkson University	Characterization of alkali activated slag gel using nano-indentation	e515.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
M4-5	Japan	517	Kenichiro Tsuyuki	Kajima Co., Ltd.	Detecting delaminations in concrete structures using velocity dispersion of laser generated Lamb waves	e517.pdf
M4-2	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
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
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	Portugal	523	Ana Mafalda Matos	University of Porto	Non-conventional additions from agricultural waste	e523.pdf
M3-2	India	529	Pasla Dinakar	Indian Institute of Technology Bhubaneswar	Development of high strength high performance concrete using Indian metakaolin	e529.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
T4-2	Saudi Arabia	531	Fahad M Almutlaq	SABIC Technology Center	Corrosion behavior of reinforcing steel in cement mortars containing EAF dust	e531.pdf
T1-2	Malaysia	537	R. Rashid	Univeristi Putra Malaysia	Analytical model for CFRP strengthened RC columns in humid conditions	e537.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
T3-3	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
T3-5	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
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
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
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
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
T2-8	Czech	549	Radim Cajka	VSB - Technical University	Tensile stress and crack elimination in concrete floors and foundations	e549.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
T4-4	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
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
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
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
M4-1	Japan	562	Yasutaka Sagawa	Kyushu University	Properties of concrete with GGBS and its applications for bridge superstructures	e562.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
M3-3	United Kingdom	570	Nayrah Khandani	Gateshead Council	Construction waste management and resource efficiency	e570.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
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
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
M2-5	Argentina	577	Roberto J. Torrent	Materials Advanced Services Ltd.	Service life prediction: theorecrete, labcrete and realcrete approaches	e577.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
T1-1	Japan	579	Hirozo Mihashi	Tohoku University	JCI guidelines for assessment of existing concrete structures	e579.pdf
M4-5	Japan	580	Toshiro Kamada	Osaka University	Recent development of NDT of concrete structures in Japan	e580.pdf
T3-8	Japan	582	Ryoichi Sato	Hiroshima University	JCI guidelines for control of cracking of mass concrete 2008	e582.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
M2-8	Japan	584	Masaki Hojo	Kyoto University	Recent advances in carbon fiber reinforced plastics	e584.pdf
T2-5	Thailand	585	Somnuk Tangtermsirikul	Thammasat University	Practices for sustainable development for concrete construction in Thailand	e585.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
T1-9	Thailand	588	Boonchai Stitmannaithum	Chulalongkorn University	Chloride penetration into reinforced concrete structure	e588.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
T4-1	Japan	590	Kenji Otsu	Nippon Expressway Research Institute Co., Ltd.	The current situation and maintenance of expressways in Japan	e590.pdf