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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]:1 TC[Scopus]:1 | Submit date：2022/03/04
Critical State  Granular Material  Landslide  Large Deformations  Sand  Slope Failure  Smoothed Particle Hydrodynamics (Sph)  
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  
Simulation and optimization of the tracked chassis performance of electric shovel based on DEM-MBD Journal article
Powder Technology, 2021,Volume: 390,Page: 428-441
Authors:  Chen, Zeren;  Xue, Duomei;  Wang, Guoqiang;  Cui, Da;  Fang, Yi;  Wang, Shuai
Favorite |  | TC[WOS]:0 TC[Scopus]:0 | Submit date：2021/12/08
Dem-mbd  Genetic Algorithm  Kriging Interpolation Method  Multi-objective Optimization  Tracked Chassis  
An efficient multigrid solver for two-dimensional spatial fractional diffusion equations with variable coefficients: An efficient multigrid solver for two-dimensional SFDEs Journal article
Applied Mathematics and Computation, 2021,Volume: 402
Authors:  Pan,Kejia;  Sun,Hai Wei;  Xu,Yuan;  Xu,Yufeng
Favorite |  | TC[WOS]:5 TC[Scopus]:7 | Submit date：2021/03/09
Biconjugate Gradient Stabilized Method  Cascadic Multigrid Method  Fractional Diffusion Equations  Richardson Extrapolation  Variable Coefficients  
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]:4 TC[Scopus]:6 | Submit date：2022/05/13
Fabric  Granular material  Micro-mechanical  Normal stiffness  Shear zone  Soil–structure interface  
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  
High accuracy error estimates of a Galerkin finite element method for nonlinear time fractional diffusion equation Journal article
Numerical Methods for Partial Differential Equations, 2020,Volume: 36,Issue: 2,Page: 284-301
Authors:  Ren,Jincheng;  Shi,Dongyang;  Vong,Seakweng
Favorite |  | TC[WOS]:7 TC[Scopus]:6 | Submit date：2021/03/09
Fast Convolution Algorithm  Galerkin Finite Element Method  Nonlinear Time Fractional Diffusion Equation  Superconvergent Result  
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]:17 TC[Scopus]:17 | 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]:35 TC[Scopus]:40 | Submit date：2021/03/11
Discrete Element Method  Initial Fabric  Interface Roughness  Particle Sphericity Effect  Soil-structural Interface