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Hydromechanical analysis of slurry infiltration with coupled CFD–DEM method Journal article
Cheng, Yang, Wang, Tuo, Wang, Pei, Qin, Su, Zhou, Wan Huan, Yin, Zhen Yu. Hydromechanical analysis of slurry infiltration with coupled CFD–DEM method[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2024, 48(11), 3032-3053.
Authors:  Cheng, Yang;  Wang, Tuo;  Wang, Pei;  Qin, Su;  Zhou, Wan Huan; et al.
Favorite | TC[WOS]:0 TC[Scopus]:0  IF:3.4/3.8 | Submit date：2024/08/05
Clogging Mechanism  Discrete Element Method  Jkr Energy  Micromechanics  Particle Migration  Slurry Infiltration  
Fully coupled discrete element method for graded particles transport in pipes Journal article
Zhou, You, Shi, Huabin, Li, Jiaxing, Chen, Xin. Fully coupled discrete element method for graded particles transport in pipes[J]. Physics of Fluids, 2024, 36(5), 053339.
Authors:  Zhou, You;  Shi, Huabin;  Li, Jiaxing;  Chen, Xin
Favorite | TC[WOS]:1 TC[Scopus]:1  IF:4.1/4.1 | Submit date：2024/06/05
Interphases  Discrete Element Method  Hydraulics  Fluid Drag  Navier Stokes Equations  Sediment Transport  Particle Distribution Functions  Random Walks  
A DEM based Euler-Lagrange model for motion of particle-fluid two-phase mixtures Journal article
LI Wenxin, SHI Huabin, YU Xiping. A DEM based Euler-Lagrange model for motion of particle-fluid two-phase mixtures[J]. Acta Geotechnica, 2023, 19(2), 971-989.
Authors:  LI Wenxin;  SHI Huabin;  YU Xiping
Favorite | TC[WOS]:2 TC[Scopus]:2  IF:5.6/6.0 | Submit date：2023/08/28
Discrete Element Method  Euler–lagrange Model  Friction Coefficient  Granular Rheology  Interstitial Fluid  
Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling Journal article
Wei-Bin Chen, Wan-Huan Zhou, Jaime Alberto dos Santos. Analysis of consistent soil–structure interface response in multi–directional shear tests by discrete element modeling[J]. Transportation Geotechnics, 2020, 24, 100379.
Authors:  Wei-Bin Chen;  Wan-Huan Zhou;  Jaime Alberto dos Santos
Favorite | TC[WOS]:19 TC[Scopus]:23  IF:4.9/5.1 | Submit date：2021/03/11
Discrete Element Method  Multi–directional Shear Tests  Consistent Shear Behavior  Microscale Level  
Modeling Geogrid Pullout Behavior in Sand Using Discrete-Element Method and Effect of Tensile Stiffness Journal article
Wei-Bin Chen, Wan-Huan Zhou, Xue-Ying Jing. Modeling Geogrid Pullout Behavior in Sand Using Discrete-Element Method and Effect of Tensile Stiffness[J]. International Journal of Geomechanics, 2019, 19(5).
Authors:  Wei-Bin Chen;  Wan-Huan Zhou;  Xue-Ying Jing
Favorite | TC[WOS]:25 TC[Scopus]:29  IF:3.3/3.5 | Submit date：2021/03/11
Soil-structure Interaction  Geogrid Tensile Stiffness  Discrete-element Method  Pullout Behavior  
Effects of particle sphericity and initial fabric on the shearing behavior of soil–rough structural interface Journal article
Wan-Huan Zhou, Xue-Ying Jing, Zhen-Yu Yin, Xueyu Geng. Effects of particle sphericity and initial fabric on the shearing behavior of soil–rough structural interface[J]. Acta Geotechnica, 2019, 14, 1699-1716.
Authors:  Wan-Huan Zhou;  Xue-Ying Jing;  Zhen-Yu Yin;  Xueyu Geng
Favorite | TC[WOS]:63 TC[Scopus]:72  IF:5.6/6.0 | Submit date：2021/03/11
Discrete Element Method  Initial Fabric  Interface Roughness  Particle Sphericity Effect  Soil-structural Interface  
Two-dimensional Soil-structure Interface Shearing Characteristics by Discrete Element Method Conference paper
Zhou, W. H., Chen, W. B.. Two-dimensional Soil-structure Interface Shearing Characteristics by Discrete Element Method[C], 2018.
Authors:  Zhou, W. H.;  Chen, W. B.
Favorite |  | Submit date：2022/08/20
Two-dimensional shear stress  Interface  Texture orientation  Discrete element method  
Analysis of soil‐structural interface behavior using three‐dimensional DEM simulations Journal article
Jing, X. Y., Zhou, W. H., Zhu, H.X., Yin, Z.Y., Li, Y.. Analysis of soil‐structural interface behavior using three‐dimensional DEM simulations[J]. International journal for numerical and analytical methods in geomechanics, 2018, 339-357.
Authors:  Jing, X. Y.;  Zhou, W. H.;  Zhu, H.X.;  Yin, Z.Y.;  Li, Y.
Favorite | TC[WOS]:67 TC[Scopus]:75 | Submit date：2022/08/20
Discrete Element Method  Fabric Anisotropy  Soil‐structural Interface  Localized Band  
Interface Direct Shearing Behavior Between Soil and Saw-tooth Surfaces by DEM Simulation Journal article
Jing Xueying, Zhou Wanhuan, Li Yangmin. Interface Direct Shearing Behavior Between Soil and Saw-tooth Surfaces by DEM Simulation[J]. Procedia Engineering, 2017, 175, 36-42.
Authors:  Jing Xueying;  Zhou Wanhuan;  Li Yangmin
Favorite | TC[WOS]:27 TC[Scopus]:30 | Submit date：2022/08/22
Interface Shear Test  Discrete Element Method  Interface Roughness  Shear Band  
Analysis of soil-structural interface behavior using three-dimensional DEM simulations Journal article
Xue‐Ying Jing, Wan‐Huan Zhou, Hua‐Xiang Zhu, Zhen‐Yu Yin, Yangmin Li. Analysis of soil-structural interface behavior using three-dimensional DEM simulations[J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2017, 42(2), 339-357.
Authors:  Xue‐Ying Jing;  Wan‐Huan Zhou;  Hua‐Xiang Zhu;  Zhen‐Yu Yin;  Yangmin Li
Favorite | TC[WOS]:67 TC[Scopus]:75  IF:3.4/3.8 | Submit date：2018/10/30
Discrete Element Method  Fabric Anisotropy  Localized Band  Soil-structural Interface