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An enhanced model for predicting load transfer efficiency in pile-supported embankments based on 3D finite element models and neural network Journal article
Zhao, Lin Shuang, Yuan, Wenhao, Hou, Huiming, Xu, Tao, Lao, Junyuan. An enhanced model for predicting load transfer efficiency in pile-supported embankments based on 3D finite element models and neural network[J]. Computers and Geotechnics, 2025, 179.
Authors:  Zhao, Lin Shuang;  Yuan, Wenhao;  Hou, Huiming;  Xu, Tao;  Lao, Junyuan
Favorite | TC[Scopus]:0  IF:5.3/5.7 | Submit date：2025/01/22
Pile-supported Embankment  Soil Arching  Finite Element  Neural Network  Model Factor  
Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling Journal article
Xu, Jingmin, Yu, Zehui, Chen, Rui, Xu, Tao, Chen, Churong, Wang, Ziqi. Evaluation of the shear stiffness and load redistribution of framed structures affected by tunnelling[J]. Computers and Geotechnics, 2025, 177, 106899.
Authors:  Xu, Jingmin;  Yu, Zehui;  Chen, Rui;  Xu, Tao;  Chen, Churong; et al.
Favorite | TC[WOS]:1 TC[Scopus]:1  IF:5.3/5.7 | Submit date：2025/01/22
Building Stiffness  Load Redistribution  Shear Deformation  Soil–structure Interaction  Tunnel Construction  
A 3D SPH framework for simulating landslide dam breaches by coupling erosion and side slope failure Journal article
Li, Shuang, Peng, Ming, Gao, Liang, Xia, Chengzhi, Zhu, Yan. A 3D SPH framework for simulating landslide dam breaches by coupling erosion and side slope failure[J]. Computers and Geotechnics, 2024, 175, 106699.
Authors:  Li, Shuang;  Peng, Ming;  Gao, Liang;  Xia, Chengzhi;  Zhu, Yan
Favorite | TC[WOS]:0 TC[Scopus]:0  IF:5.3/5.7 | Submit date：2024/10/10
Breach  Erosion  Landslide Dam  Side Slope Failure  Sph  
MPM formulations for the coupled thermo-hydro-mechanical behaviour of saturated and unsaturated soils Journal article
Zhan, Z. Q., Zhou, C., Liu, C. Q., Du, J. T.. MPM formulations for the coupled thermo-hydro-mechanical behaviour of saturated and unsaturated soils[J]. Computers and Geotechnics, 2024, 170, 106313.
Authors:  Zhan, Z. Q.;  Zhou, C.;  Liu, C. Q.;  Du, J. T.
Favorite | TC[WOS]:2 TC[Scopus]:2  IF:5.3/5.7 | Submit date：2024/05/16
Landslides  Numerical Modelling  Partial Saturation  Slopes  Temperature Effects  
One-dimensional self-weight consolidation of layered soil under variable load and semi-permeable boundary condition Journal article
Chen,Hong Xin, Feng,Shi Jin, Zhu,Zhang Wen, Gao,Liang, Chen,Zhang Long, Wang,Shu Rui. One-dimensional self-weight consolidation of layered soil under variable load and semi-permeable boundary condition[J]. Computers and Geotechnics, 2023, 159, 105431.
Authors:  Chen,Hong Xin;  Feng,Shi Jin;  Zhu,Zhang Wen;  Gao,Liang;  Chen,Zhang Long; et al.
Favorite | TC[WOS]:9 TC[Scopus]:9  IF:5.3/5.7 | Submit date：2023/08/03
Analytical Solution  Horizontal Drain  Layered Soil  Self-weight Consolidation  Variable Load  
An Uncertainty-driven Peak-integration (UP) Strategy for 3D Borehole Layout Planning Journal article
Yan, Wei, Zhou, Wan Huan, Shen, Ping. An Uncertainty-driven Peak-integration (UP) Strategy for 3D Borehole Layout Planning[J]. COMPUTERS AND GEOTECHNICS, 2023, 156, 105280.
Authors:  Yan, Wei;  Zhou, Wan Huan;  Shen, Ping
Favorite | TC[WOS]:1 TC[Scopus]:3  IF:5.3/5.7 | Submit date：2023/02/28
Stratigraphic Uncertainty  3d Borehole Planning  Contribution Of Borehole  Peak-integration  
Numerical modeling of viscous slurry infiltration in sand Journal article
Lu, Zhao, Zhou, Wan Huan, Yin, Zhen Yu, Yang, Jie. Numerical modeling of viscous slurry infiltration in sand[J]. Computers and Geotechnics, 2022, 146(104745).
Authors:  Lu, Zhao;  Zhou, Wan Huan;  Yin, Zhen Yu;  Yang, Jie
Favorite | TC[WOS]:14 TC[Scopus]:20  IF:5.3/5.7 | Submit date：2022/05/13
Slurry  Infiltration  Finite Difference Method  Viscosity  Seepage  Sand  
Analysis of one-dimensional nonlinear consolidation of a saturated lumpy porous clay layer Journal article
Wang, A. qiang, Hu, Ya yuan, Zhou, Wan huan, Liu, Xing wang. Analysis of one-dimensional nonlinear consolidation of a saturated lumpy porous clay layer[J]. Computers and Geotechnics, 2021, 140, 104458.
Authors:  Wang, A. qiang;  Hu, Ya yuan;  Zhou, Wan huan;  Liu, Xing wang
Favorite | TC[WOS]:3 TC[Scopus]:3  IF:5.3/5.7 | Submit date：2021/12/08
Double Porosity  Finite Element Modelling  Mixture Theory  Nonlinear Consolidation  Saturated Lumpy Porous Clay  
Metaheuristic model for the interface shear strength between granular soil and structure considering surface morphology Journal article
Chen, Wei Bin, Zhou, Wan Huan, Sadowski, Łukasz, Yin, Zhen Yu. Metaheuristic model for the interface shear strength between granular soil and structure considering surface morphology[J]. Computers and Geotechnics, 2021, 135, 104141.
Authors:  Chen, Wei Bin;  Zhou, Wan Huan;  Sadowski, Łukasz;  Yin, Zhen Yu
Favorite | TC[WOS]:16 TC[Scopus]:20  IF:5.3/5.7 | Submit date：2021/12/08
Metaheuristic Model  Morphology  Random Surface  Shear Strength  Soil-structure Interface  
Model updating and uncertainty analysis for creep behavior of soft soil Journal article
Wan-Huan Zhou, Fang Tan, Ka-Veng Yuen. Model updating and uncertainty analysis for creep behavior of soft soil[J]. COMPUTERS AND GEOTECHNICS, 2018, 100, 135-143.
Authors:  Wan-Huan Zhou;  Fang Tan;  Ka-Veng Yuen
Favorite | TC[WOS]:52 TC[Scopus]:61  IF:5.3/5.7 | Submit date：2018/10/30
Bayesian Model Class Selection  Creep  Elastic Viscoplastic Models  Tmcmc Method  Uncertainty Evaluation