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Numerical analysis of slope collapse using SPH and the SIMSAND critical state model Journal article
Journal of Rock Mechanics and Geotechnical Engineering, 2022,Volume: 14,Issue: 1,Page: 169-179
Authors:  Lu, Zhao;  Jin, Zhuang;  Kotronis, Panagiotis
Favorite |  | TC[WOS]:2 TC[Scopus]:1 | Submit date:2022/03/04
Critical State  Granular Material  Landslide  Large Deformations  Sand  Slope Failure  Smoothed Particle Hydrodynamics (Sph)  
Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance Journal article
Acta Geotechnica, 2021,Volume: 16,Issue: 11,Page: 3425-3438
Authors:  Wu, Shengshen;  Lok, Thomas;  Xu, Youwei;  Wang, Weigang;  Wu, Bisheng
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2021/12/08
Excess Pore Pressure  Overconsolidation Ratio  Sample Variance  Shear Strength  Shearing Rate  
Numerical analysis of column collapse by smoothed particle hydrodynamics with an advanced critical state-based model Journal article
Journal of Zhejiang University: Science A, 2021,Volume: 22,Issue: 11,Page: 882-893
Authors:  Jin, Zhuang;  Lu, Zhao;  Yang, Yi
Favorite |  | TC[WOS]:1 TC[Scopus]:1 | Submit date:2021/12/08
Collapse  Critical State  Granular Material  Large Deformations  Smoothed Particle Hydrodynamics (Sph)  Tu434  
Particle breakage characteristics of a foundation filling material on island-reefs in the South China Sea Journal article
Construction and Building Materials, 2021,Volume: 306
Authors:  Wang, Xing;  Liu, Jin Quan;  Cui, Jie;  Wang, Xin Zhi;  Shen, Jian Hua;  Zhu, Chang Qi
Favorite |  | TC[WOS]:13 TC[Scopus]:13 | Submit date:2021/12/08
Calcareous Gravelly Sand  Effective Confining Pressure  Particle Breakage  Plastic Work  Relative Density  
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
Favorite |  | TC[WOS]:0 TC[Scopus]:1 | Submit date:2021/03/11
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
Favorite |  | TC[WOS]:24 TC[Scopus]:24 | Submit date:2021/03/11
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
Favorite |  | TC[WOS]:1 TC[Scopus]:2 | Submit date:2021/03/11
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
Favorite |  | TC[WOS]:30 TC[Scopus]:34 | Submit date:2021/03/11
Bayesian Theory  Constitutive Relation  Critical State  Generalization Ability  Sand  Transitional Markov Chain Monte Carlo  
Exploring the effects of nanoscale zero-valent iron (nZVI) on the mechanical properties of lead-contaminated clay Journal article
Canadian Geotechnical Journal, 2019,Volume: 56,Issue: 10,Page: 1395-1405
Authors:  Chen, Yong Zhan;  Zhou, Wan Huan;  Liu, Fuming;  Yi, Shuping
Favorite |  | TC[WOS]:9 TC[Scopus]:10 | Submit date:2022/05/23
Compressibility  Lead-contaminated Clay  Mechanical Properties  Nanoscale Zero-valent Iron  Strength Enhancement  
Partially drained response of cohesive soils subjected to cyclic loading Conference paper
17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings
Authors:  Wride, N. M.;  Geng, X. Y.;  Zhou, W. H.;  Cui, Y. J.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2022/05/23
Cyclic loading  Cyclic stress ratio  Frequency  Partial drainage  Triaxial test