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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  
A beam on elastic foundation method for predicting deflection of braced excavations considering uncertainties Journal article
Cong Tang, Shu-Yu He, Wan-Huan Zhou. A beam on elastic foundation method for predicting deflection of braced excavations considering uncertainties[J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2022, 47(4), 533-548.
Authors:  Cong Tang;  Shu-Yu He;  Wan-Huan Zhou
Favorite | TC[WOS]:5 TC[Scopus]:6  IF:3.4/3.8 | Submit date：2023/04/03
Bayesian Probabilistic Method  Beam On Elastic foundatiOn  Braced Excavations  Uncertainty  Wall Deflection  
Observations on fabric evolution to a common micromechanical state at the soil-structure interface Journal article
Hua‐Xiang Zhu, Wan‐Huan Zhou, Xue‐Ying Jing, Zhen‐Yu Yin. Observations on fabric evolution to a common micromechanical state at the soil-structure interface[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43(15), 2449-2470.
Authors:  Hua‐Xiang Zhu;  Wan‐Huan Zhou;  Xue‐Ying Jing;  Zhen‐Yu Yin
Favorite | TC[WOS]:27 TC[Scopus]:27  IF:3.4/3.8 | Submit date：2021/03/11
Critical State  Granular Material  Microstructure  Soil Fabric  Soil-structure Interface  Strain Localization  
Observations on fabric evolution to a common micromechanical state at the soil‐structure interface Journal article
Zhu, H. X., Zhou, W. H., Jing, X. Y., Yin, Z. Y.. Observations on fabric evolution to a common micromechanical state at the soil‐structure interface[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43(15), 2449-2470.
Authors:  Zhu, H. X.;  Zhou, W. H.;  Jing, X. Y.;  Yin, Z. Y.
Favorite | TC[WOS]:27 TC[Scopus]:27  IF:3.4/3.8 | Submit date：2022/08/20
Critical State  Granular Material  Microstructure  Soil Fabric  Soil‐structure Interface  Strain Localization  
Bayesian model selection for sand with generalization ability evaluation Journal article
Yin‐Fu Jin, Zhen‐Yu Yin, Wan‐Huan Zhou, Jian‐Fu Shao. Bayesian model selection for sand with generalization ability evaluation[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2019, 43(14), 2305-2327.
Authors:  Yin‐Fu Jin;  Zhen‐Yu Yin;  Wan‐Huan Zhou;  Jian‐Fu Shao
Favorite | TC[WOS]:52 TC[Scopus]:54  IF:3.4/3.8 | Submit date：2021/03/11
Bayesian Theory  Constitutive Relation  Critical State  Generalization Ability  Sand  Transitional Markov Chain Monte Carlo  
Effect of loading duration on uncertainty in creep analysis of clay Journal article
Fang Tan, Wan‐Huan Zhou, Ka‐Veng Yuen. Effect of loading duration on uncertainty in creep analysis of clay[J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 2018, 42(11), 1235-1254.
Authors:  Fang Tan;  Wan‐Huan Zhou;  Ka‐Veng Yuen
Favorite | TC[WOS]:24 TC[Scopus]:28  IF:3.4/3.8 | Submit date：2018/10/30
Bayesian Probabilistic Method  Creep Analysis  Loading Duration  Model Updating  Uncertainty  
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  
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  
A simple analytical solution to one‐dimensional consolidation for unsaturated soils Journal article
Zhou Wanhuan, Zhao Linshuang, Li Xibin. A simple analytical solution to one‐dimensional consolidation for unsaturated soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(8), 794-810.
Authors:  Zhou Wanhuan;  Zhao Linshuang;  Li Xibin
Favorite | TC[WOS]:72 TC[Scopus]:80  IF:3.4/3.8 | Submit date：2022/08/23
A simple analytical solution to one-dimensional consolidation for unsaturated soils Journal article
Zhou W.-H., Zhao L.-S., Li X.-B.. A simple analytical solution to one-dimensional consolidation for unsaturated soils[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38(8), 794-810.
Authors:  Zhou W.-H.;  Zhao L.-S.;  Li X.-B.
Favorite | TC[WOS]:72 TC[Scopus]:80 | Submit date：2018/10/30
Analytical Solution  Boundary Condition  Initial Condition  One-dimensional Consolidation  Ramp Loading  Unsaturated Soil