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Physics-Informed Neural Networks for Settlement Analysis of the Immersed Tunnel of the Hong Kong-Zhuhai-Macau Bridge Journal article
He, Shu Yu, Zhou, Wan Huan, Tang, Cong. Physics-Informed Neural Networks for Settlement Analysis of the Immersed Tunnel of the Hong Kong-Zhuhai-Macau Bridge[J]. International Journal of Geomechanics, 2024, 24(1), 04023241.
Authors:  He, Shu Yu;  Zhou, Wan Huan;  Tang, Cong
Favorite | TC[WOS]:4 TC[Scopus]:6  IF:3.3/3.5 | Submit date：2024/02/22
Foundation Modulus  Multibeam Model  Physics-informed Neural Networks  Settlement  Uncertainty Quantification  
Effect of Viscosity on Slurry Infiltration in Granular Media Journal article
Lu, Zhao, Zhou, Wan Huan, Yin, Zhen Yu. Effect of Viscosity on Slurry Infiltration in Granular Media[J]. International Journal of Geomechanics, 2022, 22(9), 04022138.
Authors:  Lu, Zhao;  Zhou, Wan Huan;  Yin, Zhen Yu
Favorite | TC[WOS]:8 TC[Scopus]:10  IF:3.3/3.5 | Submit date：2022/08/02
Discharge  Infiltration  Permeability  Pore-water Pressure  Porosity  Slurry Viscosity  
Predicting Pore-Water Pressure in front of a TBM Using a Deep Learning Approach Journal article
Qin, Su, Xu, Tao, Zhou, Wan Huan. Predicting Pore-Water Pressure in front of a TBM Using a Deep Learning Approach[J]. International Journal of Geomechanics, 2021, 21(8).
Authors:  Qin, Su;  Xu, Tao;  Zhou, Wan Huan
Favorite | TC[WOS]:15 TC[Scopus]:18  IF:3.3/3.5 | Submit date：2021/12/08
Deep Learning  Long-short-term Memory  Pore-water Pressure  Tunnel Boring Machine  Tunneling  
Experimental Investigation of Water Flow through Vesicular Fractures in Volcanic Rock Journal article
Xiaoming Liu, Benliang Yang, Lin-Shuang Zhao, Wan-Huan Zhou. Experimental Investigation of Water Flow through Vesicular Fractures in Volcanic Rock[J]. International Journal of Geomechanics, 2020, 20(10), 04020170.
Authors:  Xiaoming Liu;  Benliang Yang;  Lin-Shuang Zhao;  Wan-Huan Zhou
Favorite | TC[WOS]:0 TC[Scopus]:0  IF:3.3/3.5 | Submit date：2021/03/11
Fractured Flow  Volcanic Basalt Rocks  Vesicular Structure  Cubic Law  Reynolds Number  
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  
Generalized analytical solution for the consolidation of unsaturated soil under partially permeable boundary conditions Journal article
Wan-Huan Zhou, Lin-Shuang Zhao, Ankit Garg, Ka-Veng Yuen. Generalized analytical solution for the consolidation of unsaturated soil under partially permeable boundary conditions[J]. International Journal of Geomechanics, 2017, 17(9).
Authors:  Wan-Huan Zhou;  Lin-Shuang Zhao;  Ankit Garg;  Ka-Veng Yuen
Favorite | TC[WOS]:47 TC[Scopus]:49  IF:3.3/3.5 | Submit date：2018/12/21
Unsaturated Soil  Time-dependent Boundary Condition  Consolidation  Degree Of Drainage  Analytical Solution  Partial Drainage  
One-dimensional consolidation of unsaturated soil subjected to time-dependent loading with various initial and boundary conditions Journal article
Zhou Wanhuan, Zhao Linshuang. One-dimensional consolidation of unsaturated soil subjected to time-dependent loading with various initial and boundary conditions[J]. International Journal of Geomechanics, 2014, 14(2), 291.
Authors:  Zhou Wanhuan;  Zhao Linshuang
Favorite | TC[WOS]:79 TC[Scopus]:88 | Submit date：2018/10/30
Boundary Condition  Differential Quadrature Method  Initial Condition  One-dimensional Consolidation  Time-dependent Loading  Unsaturated Soil  
Estimation of maximum pullout shear stress of grouted soil nails using bayesian probabilistic approach Journal article
Wan-Huan Zhou, Ka-Veng Yuen, Fang Tan. Estimation of maximum pullout shear stress of grouted soil nails using bayesian probabilistic approach[J]. International Journal of Geomechanics, 2012, 13(5), 659-664.
Authors:  Wan-Huan Zhou;  Ka-Veng Yuen;  Fang Tan
Favorite | TC[WOS]:52 TC[Scopus]:59  IF:3.3/3.5 | Submit date：2018/12/21
Bayesian Inference  Degree Of Saturation  Grouting Pressure  Pullout Resistance  Soil Nail.  
Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail-Soil Interface Journal article
Yin J.-H., Hong C.-Y., Zhou W.-H.. Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail-Soil Interface[J]. International Journal of Geomechanics, 2012, 12(3), 309-317.
Authors:  Yin J.-H.;  Hong C.-Y.;  Zhou W.-H.
Favorite | TC[WOS]:29 TC[Scopus]:36 | Submit date：2018/12/21
Dilation  Grouting Pressure  Maximum Shear Stress  Nail-soil Interface  Overburden Pressure  
Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail‐Soil Interface Journal article
Yin, J.H., Hong, C.Y., Zhou, W.H.. Simplified Analytical Method for Calculating the Maximum Shear Stress of Nail‐Soil Interface[J]. International Journal of Geomechanics, ASCE, 2012, 309-317.
Authors:  Yin, J.H.;  Hong, C.Y.;  Zhou, W.H.
Favorite | TC[WOS]:29 TC[Scopus]:36  IF:3.3/3.5 | Submit date：2022/08/20
Dilation  Maximum Shear Stress  Nail-soil Interface  Grouting Pressure  Overburden Pressure.