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Microanalysis of smooth Geomembrane–Sand interface using FDM–DEM coupling simulation Journal article
Geotextiles and Geomembranes, 2021,Volume: 49,Issue: 1,Page: 276-288
Authors:  Chen,Wei Bin;  Xu,Tao;  Zhou,Wan Huan
Favorite |  | TC[WOS]:0 TC[Scopus]:1 | Submit date:2021/03/11
Coupled finite difference–discrete element  Geosynthetics  Microscopic analysis  Sand–smooth geomembrane interface  Shear mechanism  
Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling Journal article
Transportation Geotechnics, 2020,Volume: 24
Authors:  Chen,Wei Bin;  Zhou,Wan Huan;  dos Santos,Jaime Alberto
Favorite |  | TC[WOS]:3 TC[Scopus]:4 | Submit date:2021/03/11
Consistent shear behavior  Discrete element method  Microscale level  Multi–directional shear tests  
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:  Zhou,Wan Huan;  Jing,Xue Ying;  Yin,Zhen Yu;  Geng,Xueyu
Favorite |  | TC[WOS]:18 TC[Scopus]:23 | Submit date:2021/03/11
Discrete element method  Initial fabric  Interface roughness  Particle sphericity effect  Soil-structural interface  
Observations on fabric evolution to a common micromechanical state at the soil-structure interface Journal article
International Journal for Numerical and Analytical Methods in Geomechanics, 2019,Volume: 43,Issue: 15,Page: 2449-2470
Authors:  Zhu,Hua Xiang;  Zhou,Wan Huan;  Jing,Xue Ying;  Yin,Zhen Yu
Favorite |  | TC[WOS]:6 TC[Scopus]:7 | Submit date:2021/03/11
critical state  granular material  microstructure  soil fabric  soil-structure interface  strain localization  
Free vibration analysis of laminated composite elliptic cylinders with general boundary conditions Journal article
Composites Part B: Engineering, 2019,Volume: 158,Page: 55-66
Authors:  Zhao,Jing;  Choe,Kwangnam;  Shuai,Cijun;  Wang,Ailun;  Wang,Qingshan
Favorite |  | TC[WOS]:20 TC[Scopus]:24 | Submit date:2021/03/02
Free vibration  General boundary conditions  Jacobi polynomials  Laminated composite elliptic cylinders  
Soil-Geogrid Interaction at Various Influencing Factors by Pullout Tests with Applications of FBG Sensors Journal article
JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2019,Volume: 31,Issue: 1
Authors:  Wang, Han-Lin;  Chen, Ren-Peng;  Liu, Qi-Wei;  Kang, Xin;  Wang, Yan-Wei
Favorite |  | TC[WOS]:9 TC[Scopus]:14 | Submit date:2019/01/17
Soil-geogrid interaction  Fiber Bragg grating (FBG)  Pullout test  Dry density  Fixing condition  
Effects of relative roughness and mean particle size on the shear strength of sand-steel interface Journal article
MEASUREMENT, 2018,Volume: 122,Page: 339-346
Authors:  Su, Li-Jun;  Zhou, Wan-Huan;  Chen, Wei-Bin;  Jie, Xixi
Favorite |  | TC[WOS]:23 TC[Scopus]:29 | Submit date:2018/10/30
Surface roughness  Mean particle size  Interface shear test  Shear strength  
Deformation mechanism of strain localization in 2D numerical interface tests Journal article
ACTA GEOTECHNICA, 2018,Volume: 13,Issue: 3,Page: 557-573
Authors:  Zhu, Huaxiang;  Zhou, Wan-Huan;  Yin, Zhen-Yu
Favorite |  | TC[WOS]:18 TC[Scopus]:20 | Submit date:2018/10/30
DEM  Interface shearing  Soil-structure interface  Strain localization  
Analysis of soil-structural interface behavior using three-dimensional DEM simulations Journal article
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018,Volume: 42,Issue: 2,Page: 339-357
Authors:  Jing, Xue-Ying;  Zhou, Wan-Huan;  Zhu, Hua-Xiang;  Yin, Zhen-Yu;  Li, Yangmin
Favorite |  | TC[WOS]:21 TC[Scopus]:27 | Submit date:2018/10/30
discrete element method  fabric anisotropy  localized band  soil-structural interface  
A simplified axisymmetric model for column supported embankment systems Journal article
COMPUTERS AND GEOTECHNICS, 2017,Volume: 92,Page: 96-107
Authors:  Zhao, Lin-Shuang;  Zhou, Wan-Huan;  Yuen, Ka-Veng
Favorite |  | TC[WOS]:22 TC[Scopus]:26 | Submit date:2018/10/30
Column Supported Embankment  Axisymmetric Model  Load Transfer  Modulus Ratio  Stress Ratio