https://engineering.leeds.ac.uk/icdcs2018
"In summary, 157 delegates from 32 countries contributed to the success of the event"
Table of Contents
Plenary Papers
The performance of concrete in a marine environment
M.D.A. Thomas and E.G. Moffatt, University of New Brunswick, Canada
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1
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Alkali-activated cements and concretes – durability testing to underpin standardisation
J.L. Provis, The University of Sheffield, UK
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16
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Keynote Papers
Service life and life-cycle assessment of reinforced concrete with fly ash and limestone calcined clay cement
R. Gettu, R.G. Pillai, M. Santhanam, S. Rathnarajan, A.S. Basavaraj, S. Rengaraju, and D.Yuvaraj,
Indian Institute of Technology Madras, India
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27
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Guiding principles in developing the South African approach to durability index testing of concrete
Y. Ballim, University of the Witwatersrand, South Africa; M.G. Alexander, University of Cape Town,
South Africa
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36
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Estimated service life of carbonation exposed (cracked) concrete with pozzolans or self-healing agents
P. Van den Heede and N. De Belie, Ghent University, Belgium
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46
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fib Model Code 2020 – durability design and through life management of new and existing structures
F. Papworth, Building and Construction Research and Consultancy, Western Australia; S. Matthews,
Building Research Establishment Ltd, UK
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53
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The bond behaviour between concrete and corroded reinforcement: state of the art
Y. Zhao, Zhejiang University, China; H. Lin, Tsinghua University, China
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63
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Analytical and quantitative aspects of surface moisture transport and plastic shrinkage cracking
B. Mobasher, Arizona State University, USA; M. Bakhshi, AECOM, USA; Y. Yao, Southeast University, China
|
74
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Performance of RC slabs under the combined effect of applied loads and restrained shrinkage
M. Azenha, J.L. Granja, J. Gomes, R. Carvalho, B. Zahabizadeh and A. Edalat-Behbahani, University of Minho, Portugal; R. Faria, L. Leitão and C.F. Sousa, University of Porto, Portugal; D. Schlicke,
Graz University of Technology, Austria
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83
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Mesoscopic model of drying shrinkage and its application into control of shrinkage cracking
T. Nawa, Hokkaido University, Japan
|
95
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Influence of Constituents of Concrete
Effects of temperature and curing duration on the stability of slag cements in combined chloride-sulphate environments
J.O. Ukpata, P.A.M. Basheer and L. Black, University of Leeds, UK
|
105
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Carbonation in alternative cementitious materials: implications on durability and mechanical properties
P. Alapati and K. E. Kurtis, Georgia Institute of Technology, USA
|
111
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Compressive strength, free expansion and shrinkage of expansive concrete containing fly ash
W. Saengsoy, R. Chatchawan and S. Tangtermsirikul, Thammasat University, Thailand
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120
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Design of ternary blend high-volume fly ash concrete mixes using hydrated lime
C. Gunasekara, D.W. Law and S. Setunge, RMIT University, Australia
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127
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Internal curing by SAP in ultra-high strength concrete with cement-silica fume-fly ash binder
J. Liu and C. Shi, Hunan University, China; X. Ma, Henan University of Urban Construction, China
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135
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Impact of water content on the performance of alkali-activated slag concretes
S.A. Bernal and J.L. Provis, The University of Sheffield, UK; J.S.J. van Deventer, The University of Melbourne, Australia, and Zeobond Pty Ltd, Australia
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143
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Influence of sulfide on the onset of chloride-induced corrosion of steel reinforcement in alkali-activated slags
M. Criado, S. Mundra, S.A. Bernal and J.L. Provis, University of Sheffield, UK
|
149
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Strength and durability of hybrid fibre reinforced binary blend geopolymer concrete
N. Ganesan, P.V. Indira and R. Sahana, National Institute of Technology, India
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154
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Comparison of lithomarge and cement-based mortars performance in aggressive aqueous environments
J. Kwasny, T.A. Aiken, M.N. Soutsos and D.J. Cleland, Queen’s University Belfast, UK; J.A. McIntosh,
banah UK Ltd, UK
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160
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A preliminary investigation into geopolymer cement mortar’s suitability for providing resilient highway solutions
B.J. Magee, A. Wilkinson, D. Woodward, S. Tretsiakova-McNally and P. Lemoine, Ulster University, UK
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170
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Enhancement of durability characteristics of geopolymer concrete with manufactured sand
M.I. Abul Aleem, PSG Institute of Technology and Applied Research, India; T. Shanmuga Priya, VIT University, India
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178
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The synergistic effect of nano-silica with slag on frost resistance of concrete
L. Yuan, Z. Zhou, P. Du, X. Cheng, P. Hou, L. Zhang and Q. Li, University of Jinan and Shandong Provincial Key Laboratory of Preparation and Measurement of Building Material, China
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183
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Effect of nanosilica on the sulfate attack resistivity of cement mortar
P.K Hou, Z.H Guo, Q Yu, N Xie, X Cheng and S.P. Shah, University of Jinan, China
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189
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Transport properties and strength development of blended cement mortars containing nano-silica
A.A. Ramezanianpour, Amirkabir University of Technology, Iran; S. Mirvalad, Iran University of Science and Technology, Iran; M. Mortezaei, Amirkabir University of Technology, Iran
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194
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Long term permeability and acid resistance of self-compacting concretes with micro and nano mineral additions
G. Barluenga, C. Guardia, University of Alcalá, Spain; J. Puentes, CSIC, Spain; N. Flores,
European University of Canarias, Spain
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203
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Durability properties of high performance concrete containing high volumes of supplementary cementitious materials
A. Elahi, University of Engineering and Technology Taxila, Pakistan; S.A. Barbhuiya,
Curtin University of Technology, Australia
|
210
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Post-cracking behavior of cementitious composite incorporating nano-silica and basalt fiber pellets
A.G. Bediwy, M.T. Bassuoni and E. El-Salakawy, University of Manitoba, Canada
|
220
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Strength and durability performance of ultra-high-performance cementitious composite enhanced with carbon nanofibres
J.L.G. Lim, S.N. Raman, M.F.M. Zain and R. Hamid, Universiti Kebangsaan Malaysia, Malaysia; F.C. Lai, Bangunan PanGlobal, Malaysia
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227
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Polymer binder, impact on the pull-out force of macro fibers in sprayed concrete
K. Bonin and C. Neumaie, Wacker Chemie AG, Germany
|
233
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Workability and freeze-thawing performance of fiber reinforced expansive self-consolidating concrete
Q. Cao and Q.Q. Gao, Dalian University of Technology, China
|
238
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Performance of concrete made with a calcined clay – limestone-portland cement exposed to natural conditions
F. Martirena, E. Díaz and D. Rocha, Universidad Central de las Villas, Cuba; H. Maraghechi and K. Scrivener, Ecole Polytechnique Federal de Lausanne, Switzerland
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244
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Comparison of alkali-silica chemical reaction of reactive glass and chert aggregate
Y. Morinaga, E. Yogarajah and T. Nawa, Hokkaido University, Japan; L. Yorgchaitrakul, Thammasat University, Thailand; E. Iwatsuki, Aichi Institute of Technology, Japan
|
248
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Influence of mineralogical nature of aggregates on acid resistance of mortar
K. P. Ramaswamy, TKM College of Engineering, India; M. Santhanam, Indian Institute of Technology Madras, India
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256
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Impact of portlandite on alkali-silica reaction of pyrex glass and blastfurnace slag aggregate
N. Noguchi, T. Kajio, Y. Morinaga, Y. Elakneswaran and T. Nawa, Hokkaido University, Japan; T. Ayan, Okayama University, Japan
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267
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Study of the deterioration of concrete incorporating sulfide-bearing aggregates
J. Duchesne and B. Fournier, Université Laval, Canada; J. Francoeur, Ministère des Transports, Canada
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273
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Alkali reactive carbonate rocks: is it alkali silica reaction (ASR) or alkali carbonate reaction (ACR)?
M.A. Beyene, SES Group & Associates, USA; R.C. Meininger, Turner-Fairbank Highway Research Center, USA
|
281
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Pore structure and thermal analysis of hardened cement paste incorporating graphene oxide during carbonation
W-J Long, Y. Gu, T-H Ye and N-X Han, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Durability Center for Civil Engineering, College of Civil Engineering, Shenzhen University, Shenzhen, China
|
289 (i)
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The influence of waste glass powder on the chloride binding capacity of fly ash/cement hardened paste
J.H. Yan, Beijing University of Technology, China; T.Y. Hao, MCC Central Research Institute of Building and Construction, China
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290
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The effect of calcium nitrate on the hydration of calcium aluminate cement at different curing temperatures
H. Wang, G. Diao and G. Liu, China Building Materials Academy, China; H. Wang, State Key Laboratory of Green Building Materials, China; L. Gao, Shijiazhuang Tiedao University, China; G. Liu, Kaifeng Qiming Refractory Materials Co. Ltd, China
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295
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Absorption, porosity, capillarity and chloride diffusion in ultra high performance concretes
J.M. Gandía-Romero, J.E. Ramón-Zamora and I. Gasch, M. Valcuende, V. Calvet and R. Calabuig, P. Serna, Universitat Politècnica de València, Spain
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303
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New model for natural carbonation prediction in reinforced concrete – concept and validation on chemical admixtures
S.O. Ekolu and M. Raats, University of the Johannesburg, South Africa
|
309
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Effect of mix parameters on strength of geopolymer mortars - experimental study
A. Naghizadeh and S.O. Ekolu, University of the Johannesburg, South Africa
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315
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Performance in Service Environment
Testing, Inspection and Monitoring
Using long-term outdoor exposure data to benchmark accelerated durability test methods
R. D. Hooton, University of Toronto, Canada
|
509
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Diagnosis on expansion of heat-cured precast concrete blocks due to delayed ettringite formation in Japan
Y. Kawabata, Port and Airport Research Institute, Japan
|
516
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Design of an in situ steady-state permeability test to determine the air permeability of covercrete
K. Yang and P.A.M. Basheer, University of Leeds, UK; A.E. Long and S. Nanukuttan, Queen’s University Belfast, UK; C. Yang, Chongqing University, China; Y. Wang, Shenzhen University, China; S. Mu,
Jiangsu Sobute New Materials Co., Ltd, China
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525
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Self-sensing and self-healing ‘smart’ cement-based materials – a review of the state of the art
D.K. Mishra, KMBB College of Engineering and Technology, India; J. Yu and C.K.Y. Leung, Hong Kong University of Science and Technology, China
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532
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Development of engineered cementitious composites with conductive inclusions for use in self-sensing applications
B. Suryanto, D. Saraireh, S. Walls, J. Kim and W.J. McCarter, Heriot-Watt University, UK
|
549
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Influence of pore structure on relative chloride diffusion coefficient in unsaturated cementitious materials
Y. Zhang and G. Ye, Delft University of Technology, The Netherlands
|
556
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Investigation of microstructure of cementitious material exposed to high temperature by non-destructive integrated CT-XRD method
T. Mikami, H. Takahashi and T. Sugiyama, Hokkaido University, Japan
|
562
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Pore characteristics and computed permeability of pastes subject to freeze-thaw cycles at very early ages by X-ray CT
Y. Wei, Z. Wu and X. Gao, Tsinghua University, China
|
566
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Meso-scale study of water transport in mortar influenced by sodium chloride and freeze-thaw cycles
Y. Wang and J. Deng, Guangdong University of Technology, China; T. Ueda and Z. Wang, Hokkaido University, Japan; D. Zhang, Zhejiang University, China
|
572
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An investigation on moisture and water absorption in cement paste with electrical resistance method
M. Mizoguchi, T. Kitagawa, T. Daungwilailuk, Y. Ogawa and K. Kawai, Hiroshima University, Japan
|
581
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Will blended-cement systems with similar chloride penetration potentials resist similarly to corrosion?
W. Wilson, V. Labattaglia and A. Tagnit-Hamou, Université de Sherbrooke, Canada; L. Sorelli,
Université Laval, Canada
|
587
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An experimental study of concrete resistivity and the effects of electrode configuration and current frequency on measurement
H. Oleiwi1,3, Y.Wang1, N. Xiang1,4, L. Augusthus-Nelson1, X. Chen2 and I. Shabalin1; 1University of Salford, UK
2Charter Coating Service (2000) Ltd, Canada; 3 University of Thi-Qar, Nasiriyah, Iraq; 4Chongqing Jiaotong University, China
|
592
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Micro-mechanical analysis of corrosion products formed during long-term carbonation induced corrosion of steel
M. Serdar and D. Bjegović, University of Zagreb, Croatia; V. L’Hostis and S. Poyet, Université Paris-Saclay, Croatia ; D. Féron, Université Paris-Saclay, France
|
600
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Similarity analysis of rebar corrosion under different electrochemical accelerated method
C. Fu, J. Chen and X. Jin, Zhejiang University of Technology, China; H. Ye, The University of Hong Kong, China; Jun Zhu, Zhejiang University of Technology, China
|
606
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Integrated sensor network for monitoring steel corrosion in concrete structures
J.E. Ramón, J.M. Gandía-Romero, R. Bataller, A. Martínez-Ibernón, I. Gasch and J. Soto, Universitat Politècnica de València, Spain
|
615
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Damage evaluation of full-Scale RC slab by ultrasonic tomography
H. Hayashida, Civil Engineering Research Institute for Cold Region, Japan; T. Ueda, Hokkaido University, Japan
|
620
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Experimental investigation on capillary water absorption in discrete planar cracks
L. Wang and J. Bao, Dalian University of Technology, China
|
627
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Method of Improving the Durability
Surface treatments for concrete under physical salt attack
M.R. Sakr1,2 and M.T. Bassuoni1; 1University of Manitoba, Canada; 2Benha University, Egypt
|
633
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Development of a new method to reduce drying shrinkage of concrete by applying urea
K. Shirayama, H. Fujiwara, M. Maruoka and L. Lingling, Utsunomiya University, Japan
|
641
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Field and laboratory investigations on the use of fly ash and li-based admixtures to prevent ASR in concrete
B. Fournier, Université Laval, Canada; A. Bilodeau, N. Bouzoubaa, P-C. Nkinamubanzi, National Research Council of Canada, Canada
|
650
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Performance oriented functionalisation of concrete: an integrated approach for prevention in construction
A. Gerdes1,2, M. Schwotzer1 and J. Süßmuth3; 1Institute of Functional Interfaces, Germany; 2University of Applied Sciences Karlsruhe, Germany; 3IONYS AG, Germany
|
661
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Improving the spacer-concrete interface for bond strength and durability
F. Muslim, H.S. Wong and N.R. Buenfeld, Imperial College London, UK
|
669
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Study on the performance of new imidazoline electromigration inhibitor in reinforced concrete
C. Pan1, C. Yang1, J. Mao1 and W. Jin1,2; 1Zhejiang University, China; 2Zhejiang University, China
|
676
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A novel methodology of powder-based cementitious materials in 3D inkjet printing for construction applications
P. Shakor, S. Nejadi and G. Paul, University of Technology Sydney, Australia; J. Sanjayan, Swinburne University of Technology, Australia
|
685
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Experimental investigation on the ICCP-SS technique for sea-sand RC beams
H-S. Liang, J-H. Zhu, F. Xing, Z-W. Zeng, Shenzhen University, China; M-N. Su, University of Manchester, UK; T. Ueda and L-L. Wei, Hokkaido University, Japan
|
696
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Characterization of vibration effects on the internal structure and strength of regular and high strength recycled concrete
J. Smith, R. Rampit and R. Parey, University of the West Indies,Trinidad and Tobago
|
703
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Transport properties of steam curing concrete using mineral admixtures
K. Sasaki and T. Harada, Nagasaki University, Japan; T. Katayama, Yamau Co. Ltd., Japan
|
711
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Improvements of the carbonation resistance of concrete after steam autoclave curing
G. Li, J. Yue and F. Yao, China University of Mining and Technology, China
|
717
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Repair and Maintenance
Monitoring historic concrete and associated cementitious repair- a case study of Boathouse 4, Portsmouth Historic Dockyard, UK
A.H. Alwaal, S. Barnett, R. Inkpen and L. Hastewell, University of Portsmouth, UK
|
723
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Comparison data between hybrid and galvanic anode installation in the Arousa Island Bridge
J.A. Becerra-Mosquera, Neto Ingeniería, Spain; D. Carro-López, Universidade Da Coruña, Spain;
J.E. Pardo Landrove, Xunta de Galicia, Spain; J.M. Millán Pérez, Galaicontrol, Spain
|
729
|
Efficiency of electrochemical chloride removal from concrete at different environmental temperatures
S. Jin, J. Xia and W-L. Jin, Zhejiang University, China; Z-Y. Yu and J-Y. Hu, Zhejiang Electric Power Corporation Research Institute, China; Q. Lyu, Southeast University, China; X. Zhong, Yangzhou University, China
|
736
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Mortar quality assessment for an iconic building repair in Sydney Australia
I. Dumitru and T. Song, Boral Construction Materials, Australia; J. Sury, Parex Group Pty Limited, Australia;
T. Wenzel, Freyssinet, Singapore
|
743
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Distribution of lithium nitrite injected into concrete and its ASR suppression effect
K. Kobayashi and K. Rokugo, Gifu University, Japan; Y. Takagi, Nishimatsu Const. Co. Ltd., Japan;
T. Otani, Hanshin Expressway Co. Ltd, Japan
|
749
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A “double-multi” model for electromigration of lithiums and chlorides in ASR affected concrete
Q.F. Liu, L.X. Mao and Z. Hu, Shanghai Jiao Tong University, China, Collaborative Innovation Center for Advanced Ship and Deep-Sea Exploration (CISSE), China; J. Xia, Zhejiang University, China; G.L. Feng and L.Y. Li, University of Plymouth, UK
|
755
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Rehabilitation of low rise RCC structure along 9m high retaining wall
A. Nakhawa, Non Destructive Testing and Rehabilitation Experts, India; V.B. Deshmukh and V.J.T.I. Matunga, Mumbai, India
|
762
|
Durability and Service Life Modelling
Modelling of capillary pore structure evolution in portland cement pastes based on irregular-shaped cement particles
C. Liu, M. Zhang, G. Fang and Yun Bai, University College London, UK; Y. Zhang, Southeast University, China
|
771
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Pore structure characterization and transport performance
Simulation of cement hydration based on irregular particles
Z. Liu, W. Chen and H. Lv, China University of Mining and Technology, China; Y. Zhang, Southeast University, China; C. Liu, University College London, UK
|
781
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Effect of time-dependent chloride profile and temperature variation on chloride diffusion in concrete
F. Alsheet and A.G. Razaqpur, McMaster University, Canada
|
788
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Estimating fractal dimension of cement matrix for predicting chloride ingress into cement-based materials
Y. Elakneswaran, S. Yoshida A. Hatanaka and T. Nawa, Hokkaido University, Japan
|
795
|
Residual service life estimation and its importance for pretensioned concrete (PTC) bridges in coastal cities
D. Joseline, D. Kamde, S. Rengaraju and R. G. Pillai, Indian Institute of Technology Madras, India
|
800
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An image-based local homogenization method to model mass transport at the steel-concrete interface
Z. Zhang, U. Angst, ETH Zurich, Switzerland; A. Michel, M. Jensen, Technical University of Denmark, Denmark
|
807
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A new model for corrosion-induced concrete cracking
X. Xi, S. Yang, University of Strathclyde, UK; C. Li, RMIT University, Australia
|
815
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Meso-scale fracture modelling of concrete cover induced by non-uniform corrosion of reinforcing bar
X. Xi, S. Yang, University of Strathclyde, UK; C. Li, RMIT University, Australia
|
822
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S.S. Qin, D.J. Zou, J. Jiang, T.J. Liu, Harbin Institute of Technology, P.R. China
|
829
|
FEM analysis of structural behaviour of reinforced concrete beam under the effect of frost damage
Z. Wang, T. Ueda, Hokkaido University, Japan; H. Hayashida, Civil Engineering Research Institute for Cold Region, Japan; D. Zhang, Zhejiang University, China
|
836
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A novel multiscale modelling approach for evaluation of the ASR in concrete structures
M. Jalal, M. Mirsayar and A.K. Mukhopadhyay, Texas A&M University, USA
|
844
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Social dimensions in sustainability evaluation of deteriorating reinforced concrete bridges
Z. Wang, W. Jin, K. Wu, Zhejiang University, China; D.M. Frangopol, Lehigh University, USA
|
851
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Design for Durability and Service Life
X.P. Zhong, J. Zhu and C.B.Yuan, Yangzhou University, China; W.L. Jin and J. Xia, Zhejiang University, China
|
859
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Durability design of segmental linings for intended service life of tunnels
M. Bakhshi, V. Nasri, AECOM, USA
|
866
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First principles-based design of economical ultra-high performance concrete
A.Arora, M. Aguayo, F. Kianmofrad, Y. Yao, B. Mobasher, N.Neithalath, Arizona State University, USA
|
877
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