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An elastic–viscoplastic constitutive model incorporating shear dilation characteristic Journal article
Arabian Journal of Geosciences, 2020,Volume: 13,Issue: 19
Authors:  Pan Ding;  Yayuan Hu;  Wanhuan Zhou;  Xingwang Liu;  Riqing Xu
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Sand  Time Dependence  3d Elastic–viscoplastic Constitutive Model  Shear Dilation  Equivalent Time Method  
Long-term behaviour and degradation of calcareous sand under cyclic loading Journal article
Engineering Geology, 2020,Volume: 276
Authors:  Shao-Heng He;  Zhi Ding;  Tang-Dai Xia;  Wan-Huan Zhou;  Xiao-Lu Gan;  Yong-Zhan Chen;  Fan Xia
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Calcareous Sand  Long-term Behaviour  Cyclic Loading  Degradation  Particle Breakage  Empirical Model  
Rate-dependent behaviour of a saturated clay under different stress histories and k 0 conditions Journal article
Acta Geotechnica, 2020,Volume: 15,Issue: 6,Page: 1501-1512
Authors:  Wu,Shengshen;  Lok,Thomas;  Xu,Youwei;  Wang,Dong
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K0-consolidated  Over-consolidation ratios  Shear strength  Strain rate  Triaxial  
Bayesian model selection for sand with generalization ability evaluation Journal article
International Journal for Numerical and Analytical Methods in Geomechanics, 2019,Volume: 43,Issue: 14,Page: 2305-2327
Authors:  Yin‐Fu Jin;  Zhen‐Yu Yin;  Wan‐Huan Zhou;  Jian‐Fu Shao
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Bayesian Theory  Constitutive Relation  Critical State  Generalization Ability  Sand  Transitional Markov Chain Monte Carlo  
Identifying parameters of easily crushable sand and application to offshore pile driving Journal article
OCEAN ENGINEERING, 2018,Volume: 154,Page: 416-429
Authors:  Yin-Fu Jin;  Zhen-Yu Yin;  Ze-Xiang Wu;  Wan-Huan Zhou
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Sand  Parameter Identification  Grain Breakage  Optimization  Genetic Algorithm  Pile Penetration  
Undrained behavior of Macau Marine clay with various strain rates and different stress histories Book chapter
出自: Lecture Notes in Civil Engineering, 2018, 页码: 816-826
Authors:  Wu,Shengshen;  Lok,Thomas;  Zhou,Annan
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Over-consolidation ratios  Shear strength  Strain rate  Triaxial  
Experimental Study on Vacuum Preloading with Combination of Fill Surcharge Conference paper
Proceedings of the International Conference on Ground Improvement and Ground Control: Transportation Infrastructure Development and Natural Hazards Mitigation, University of Wollongong, Australia, 30 Oct. – 2 Nov. 2012
Authors:  Wan-Huan Zhou;  Guo-Xiong Mei
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Anisotropy  Vacuum Preloading  Soil Consolidation  Soil Improvement  Stress Path  
Effect of particle grading on the response of an idealized granular assemblage Journal article
International Journal of Geomechanics, 2011,Volume: 11,Issue: 4,Page: 276
Authors:  Yan W.M.;  Dong J.
Favorite |  | TC[WOS]:70 TC[Scopus]:77 | Submit date:2018/10/30
Constitutive models  Dilatancy  Discrete elements  Particle size distribution  Stress strain relations  Triaxial tests  
Laboratory study on the mechanical behavior of tire chip-sand mixture Conference paper
Geotechnical Special Publication, Shanghai, China, 6 6, 2006 - 6 8, 2006
Authors:  Lok, Thomas M. H.;  Yu, H.J.
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Modeling of in-situ seismic tests using a laboratory true triaxial box Conference paper
Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics, Hong Kong, Hong kong, 8 4, 2006 - 8 6, 2006
Authors:  Mok, C.M.B.;  Wang, Y.H.;  Lo, K.F.;  Yan, W.M.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2018/11/06