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Metaheuristic model for the interface shear strength between granular soil and structure considering surface morphology Journal article
Computers and Geotechnics, 2021,Volume: 135
Authors:  Chen, Wei Bin;  Zhou, Wan Huan;  Sadowski, Łukasz;  Yin, Zhen Yu
Favorite |  | TC[WOS]:4 TC[Scopus]:4 | Submit date:2021/12/08
Metaheuristic Model  Morphology  Random Surface  Shear Strength  Soil-structure Interface  
Micro-mechanical analysis of soil–structure interface behavior under constant normal stiffness condition with DEM Journal article
Acta Geotechnica, 2021
Authors:  Wang, Pei;  Yin, Zhen Yu;  Zhou, Wan Huan;  Chen, Wei bin
Favorite |  | TC[WOS]:3 TC[Scopus]:6 | Submit date:2022/05/13
Fabric  Granular material  Micro-mechanical  Normal stiffness  Shear zone  Soil–structure interface  
Microanalysis of smooth Geomembrane–Sand interface using FDM–DEM coupling simulation Journal article
Geotextiles and Geomembranes, 2020,Volume: 49,Issue: 1,Page: 276-288
Authors:  Wei-Bin Chen;  Tao Xu;  Wan-Huan Zhou
Favorite |  | TC[WOS]:4 TC[Scopus]:4 | Submit date:2021/03/11
Geosynthetics  Sand–smooth Geomembrane Interface  Coupled Finite Difference–discrete Element  Shear Mechanism  Microscopic Analysis  
Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling Journal article
Transportation Geotechnics, 2020,Volume: 24
Authors:  Wei-Bin Chen;  Wan-Huan Zhou;  Jaime Alberto dos Santos
Favorite |  | TC[WOS]:10 TC[Scopus]:10 | Submit date:2021/03/11
Discrete Element Method  Multi–directional Shear Tests  Consistent Shear Behavior  Microscale Level  
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:  Hua‐Xiang Zhu;  Wan‐Huan Zhou;  Xue‐Ying Jing;  Zhen‐Yu Yin
Favorite |  | TC[WOS]:15 TC[Scopus]:16 | Submit date:2021/03/11
Critical State  Granular Material  Microstructure  Soil Fabric  Soil-structure Interface  Strain Localization  
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]:32 TC[Scopus]:38 | Submit date:2021/03/11
Discrete Element Method  Initial Fabric  Interface Roughness  Particle Sphericity Effect  Soil-structural Interface  
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]:31 TC[Scopus]:34 | 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]:15 TC[Scopus]:19 | 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:  Li-Jun Su;  Wan-Huan Zhou;  Wei-Bin Chen;  Xixi Jie
Favorite |  | TC[WOS]:41 TC[Scopus]:44 | Submit date:2018/10/30
Surface Roughness  Mean Particle Size  Interface Shear Test  Shear Strength  
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]:40 TC[Scopus]:42 | Submit date:2018/10/30
Discrete Element Method  Fabric Anisotropy  Localized Band  Soil-structural Interface