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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]:4 TC[Scopus]:6 | Submit date:2021/03/11
Calcareous Sand  Long-term Behaviour  Cyclic Loading  Degradation  Particle Breakage  Empirical Model  
Effects of particle sphericity and initial fabric on the shearing behavior of soil–rough structural interface Journal article
Acta Geotechnica, 2019,Volume: 14,Issue: 6,Page: 1699-1716
Authors:  Wan-Huan Zhou;  Xue-Ying Jing;  Zhen-Yu Yin;  Xueyu Geng
Favorite |  | TC[WOS]:20 TC[Scopus]:27 | Submit date:2021/03/11
Discrete Element Method  Initial Fabric  Interface Roughness  Particle Sphericity Effect  Soil-structural Interface  
Analysis of soil-structural interface behavior using three-dimensional DEM simulations Journal article
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2017,Volume: 42,Issue: 2,Page: 339-357
Authors:  Xue‐Ying Jing;  Wan‐Huan Zhou;  Hua‐Xiang Zhu;  Zhen‐Yu Yin;  Yangmin Li
Favorite |  | TC[WOS]:27 TC[Scopus]:32 | Submit date:2018/10/30
Discrete Element Method  Fabric Anisotropy  Localized Band  Soil-structural Interface  
Deformation mechanism of strain localization in 2D numerical interface tests Journal article
ACTA GEOTECHNICA, 2017,Volume: 13,Issue: 3,Page: 557-573
Authors:  Huaxiang Zhu;  Wan-Huan Zhou;  Zhen-Yu Yin
Favorite |  | TC[WOS]:19 TC[Scopus]:22 | Submit date:2018/10/30
Dem  Interface Shearing  Soil-structure Interface  Strain Localization  
Numerical Study of the Formation of Shear Bands in Soil under Interface Shearing Conference paper
Procedia Engineering, Delft, NETHERLANDS, JAN 10-13, 2017
Authors:  Huaxiang Zhu;  Wan-Huan Zhou;  Xue-Ying Jing;  Zhen-Yu Yin
Favorite |  | TC[WOS]:3 TC[Scopus]:2 | Submit date:2018/12/21
Interface Shear  Fabric Anisotropy  Shear Band Formation  Strain Localization  
Interface Direct Shearing Behavior between Soil and Saw-tooth Surfaces by DEM Simulation Conference paper
Procedia Engineering, Delft, NETHERLANDS, JAN 10-13, 2017
Authors:  Xue-Ying Jing;  Wan-Huan Zhou;  Yangmin Li
Favorite |  | TC[WOS]:14 TC[Scopus]:15 | Submit date:2018/12/21
Interface Shear Test  Discrete Element Method  Interface Roughness  Shear Band  
Effects of shear direction on the shearing behavior of a soil-structural interface using discrete element method Conference paper
ICSMGE 2017 - 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul, Korea, 17 to 21 September 2017
Authors:  Wei-Bin Chen;  Wan-Huan Zhou;  Xue-Ying Jing
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2018/12/21
Soil-structure Interface  Discrete Element Method  Shear Direction  Shear Behavior  
Pullout Resistance of Grouted Soil Nails Book
2015
Authors:  Zhou W.-H.
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date:2018/12/21
Bayesian Method  Degree of Saturation  Grouting Pressure  Overburden Pressure  Pullout Resistance  Soil Nailing  
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  
Fabric evolution in a numerical direct shear test Journal article
Computers and Geotechnics, 2009,Volume: 36,Issue: 4,Page: 597
Authors:  Yan W.M.
Favorite |  | TC[WOS]:54 TC[Scopus]:67 | Submit date:2018/10/30
Anisotropy  Fabric  Granular materials  Shear strength