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Investigating soil arching evolution in dense sand via fully-instrumented trapdoor tests Journal article
Gao, Yu Xin, Zhu, Hong Hu, Su, Jing Wen, Guo, Xu Hui, Liu, Tian Xiang, Zhou, Hannah Wan Huan. Investigating soil arching evolution in dense sand via fully-instrumented trapdoor tests[J]. Acta Geotechnica, 2024, 19(9), 6055-6071.
Authors:  Gao, Yu Xin;  Zhu, Hong Hu;  Su, Jing Wen;  Guo, Xu Hui;  Liu, Tian Xiang; et al.
Favorite | TC[WOS]:2 TC[Scopus]:2  IF:5.6/6.0 | Submit date：2024/05/16
Failure Mechanism  Optical Frequency Domain Reflectometry (Ofdr)  Particle Image Velocimetry (Piv)  Principal Stress  Soil Arching  Trapdoor Test  
Influence of non-plastic fines and density state on stress-dilatancy behavior of coral sand: an experimental investigation Journal article
Li, Xue, Zhou, Wan Huan, Liu, Jiankun, Wang, Chao. Influence of non-plastic fines and density state on stress-dilatancy behavior of coral sand: an experimental investigation[J]. ACTA GEOTECHNICA, 2024.
Authors:  Li, Xue;  Zhou, Wan Huan;  Liu, Jiankun;  Wang, Chao
Favorite | TC[WOS]:0 TC[Scopus]:0  IF:5.6/6.0 | Submit date：2024/05/16
Coral Sand  Critical State  Equivalent Void Ratio  Maximum Dilation Angle  Non-plastic Fines  Stress-dilatancy  
Microscopic origins of shape effects on migration and clogging of fines in porous media using coupled CFD-iDEM Journal article
Xiong, Hao, Zhang, Zhimin, Yin, Zhen Yu, Chen, Xiangsheng, Zhou, Wanhuan. Microscopic origins of shape effects on migration and clogging of fines in porous media using coupled CFD-iDEM[J]. Acta Geotechnica, 2024.
Authors:  Xiong, Hao;  Zhang, Zhimin;  Yin, Zhen Yu;  Chen, Xiangsheng;  Zhou, Wanhuan
Favorite | TC[WOS]:1 TC[Scopus]:1  IF:5.6/6.0 | Submit date：2024/05/16
Cfd-dem  Irregular Shape  Migration And Clogging Mechanisms  Suffusion  
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]:1 TC[Scopus]:1  IF:5.6/6.0 | Submit date：2023/08/28
Discrete Element Method  Euler–lagrange Model  Friction Coefficient  Granular Rheology  Interstitial Fluid  
Analysis of spatiotemporal variations of excess pore water pressure during mechanized tunneling using genetic programming Journal article
Qin, Su, Xu, Tao, Cheng, Zhi Liang, Zhou, Wan Huan. Analysis of spatiotemporal variations of excess pore water pressure during mechanized tunneling using genetic programming[J]. Acta Geotechnica, 2023, 18(4), 1721-1738.
Authors:  Qin, Su;  Xu, Tao;  Cheng, Zhi Liang;  Zhou, Wan Huan
Favorite | TC[WOS]:7 TC[Scopus]:7  IF:5.6/6.0 | Submit date：2023/05/02
Excess Pore Water Pressure  Genetic Programming  Spatiotemporal Variations  Tunnel Boring Machine  Tunnel Face Stability  
Mathematical model for approximating shield tunneling-induced surface settlement via multi-gene genetic programming Journal article
Zhi-Liang Cheng, K. K. Pabodha M. Kannangara, Li-Jun Su, Wan-Huan Zhou. Mathematical model for approximating shield tunneling-induced surface settlement via multi-gene genetic programming[J]. Acta Geotechnica, 2023, 18(9), 4923–4940.
Authors:  Zhi-Liang Cheng;  K. K. Pabodha M. Kannangara;  Li-Jun Su;  Wan-Huan Zhou
Favorite | TC[WOS]:5 TC[Scopus]:6  IF:5.6/6.0 | Submit date：2023/08/03
Earth Pressure Balance Shield  Machine Learning  Multi-gene Genetic Programming  Tunneling-induced Settlement  
Micro-mechanical analysis of soil–structure interface behavior under constant normal stiffness condition with DEM Journal article
Wang, Pei, Yin, Zhen Yu, Zhou, Wan Huan, Chen, Wei bin. Micro-mechanical analysis of soil–structure interface behavior under constant normal stiffness condition with DEM[J]. Acta Geotechnica, 2022, 17(7), 2711-2733.
Authors:  Wang, Pei;  Yin, Zhen Yu;  Zhou, Wan Huan;  Chen, Wei bin
Favorite | TC[WOS]:45 TC[Scopus]:38  IF:5.6/6.0 | Submit date：2022/05/13
Fabric  Granular Material  Micro-mechanical  Normal Stiffness  Shear Zone  Soil–structure Interface  
Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance Journal article
Wu, Shengshen, Lok, Thomas, Xu, Youwei, Wang, Weigang, Wu, Bisheng. Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance[J]. Acta Geotechnica, 2021, 16(11), 3425-3438.
Authors:  Wu, Shengshen;  Lok, Thomas;  Xu, Youwei;  Wang, Weigang;  Wu, Bisheng
Favorite | TC[WOS]:7 TC[Scopus]:7  IF:5.6/6.0 | Submit date：2021/12/08
Excess Pore Pressure  Overconsolidation Ratio  Sample Variance  Shear Strength  Shearing Rate  
Multivariate modeling of soil suction response to various rainfall by multi-gene genetic programing Journal article
Cheng, Zhi Liang, Yang, Shuaidong, Zhao, Lin Shuang, Tian, Chen, Zhou, Wan Huan. Multivariate modeling of soil suction response to various rainfall by multi-gene genetic programing[J]. Acta Geotechnica, 2021, 16(11), 3601-3616.
Authors:  Cheng, Zhi Liang;  Yang, Shuaidong;  Zhao, Lin Shuang;  Tian, Chen;  Zhou, Wan Huan
Favorite | TC[WOS]:8 TC[Scopus]:9  IF:5.6/6.0 | Submit date：2021/12/08
Global Sensitivity Analysis  Multi-gene Genetic Programming  Parametric Study  Soil Suction Response  Temporal Rainfall Pattern  
Rate-dependent behavior of a saturated clay under different stress histories and K0 conditions Journal article
Lu WH(陸萬海). Rate-dependent behavior of a saturated clay under different stress histories and K0 conditions[J]. Acta Geotechnica, 2020, 15, 1501-1512.
Authors:  Lu WH(陸萬海)
Favorite |   IF:5.6/6.0 | Submit date：2022/08/29