English | 繁體

Search in the results

UM

Browse/Search Results:  1-10 of 118 Help

Selected(0)Clear Items/Page:    Sort:
Experimental study on deformation and failure mechanism of geogrid-reinforced soil above voids Journal article
Gao, Yu Xin, Zhu, Hong Hu, Su, Jing Wen, Ren, Xu Yan, Guo, Xu Hui, Zhou, Hannah Wan Huan, Shi, Bin. Experimental study on deformation and failure mechanism of geogrid-reinforced soil above voids[J]. Geotextiles and Geomembranes, 2025, 53(1), 203-216.
Authors:  Gao, Yu Xin;  Zhu, Hong Hu;  Su, Jing Wen;  Ren, Xu Yan;  Guo, Xu Hui; et al.
Favorite | TC[WOS]:1 TC[Scopus]:1  IF:4.7/4.6 | Submit date：2025/01/22
Fiber Optic Sensor  Geogrid-reinforced Soil  Optical Frequency Domain Reflectometry (Ofdr)  Particle Image Velocimetry (Piv)  Soil Arch  Tensioned Membrane Effect  
Particle Breakage Prediction of Coral Sand Using Machine Learning Method Conference paper
Li, Xue, Zhou, Wan Huan, Wang, Chao. Particle Breakage Prediction of Coral Sand Using Machine Learning Method[C]:Springer Science and Business Media Deutschland GmbH, 2025, 247-256.
Authors:  Li, Xue;  Zhou, Wan Huan;  Wang, Chao
Favorite | TC[Scopus]:0 | Submit date：2025/01/22
Coral Sand  Machine Learning  Particle Breakage  Regression  
Foam Penetration Behavior in EPB Shield Tunneling: Insights from Model Experiments Conference paper
Huang, He, Zhou, Wan Huan. Foam Penetration Behavior in EPB Shield Tunneling: Insights from Model Experiments[C]:Springer Science and Business Media Deutschland GmbH, 2025, 103-111.
Authors:  Huang, He;  Zhou, Wan Huan
Favorite | TC[Scopus]:0 | Submit date：2025/01/22
Epb  Foam Penetration  Rheological Model  Soil Conditioning  
High-temporal-resolution ERT characterization for vegetation effects on soil hydrological response under wet-dry cycles Journal article
Yan, Wei, Xu, Weiming, Huang, Taosheng, Shen, Ping, Zhou, Wan Huan. High-temporal-resolution ERT characterization for vegetation effects on soil hydrological response under wet-dry cycles[J]. Biogeotechnics, 2024, 100155.
Authors:  Yan, Wei;  Xu, Weiming;  Huang, Taosheng;  Shen, Ping;  Zhou, Wan Huan
Favorite | TC[Scopus]:0 | Submit date：2025/01/13
Vegetation  High Temporal Resolution, Electrical Resistivity Tomography  Soil Hydrological Response  Gaussian Mixture Model  
A simple model incorporating foam rheology to quantify foam penetration behaviour in EPB shield tunnelling Journal article
Huang, He, Zhou, Wan Huan, Qin, Su, Bezuijen, Adam. A simple model incorporating foam rheology to quantify foam penetration behaviour in EPB shield tunnelling[J]. Transportation Geotechnics, 2024, 49, 101380.
Authors:  Huang, He;  Zhou, Wan Huan;  Qin, Su;  Bezuijen, Adam
Favorite | TC[WOS]:0 TC[Scopus]:0  IF:4.9/5.1 | Submit date：2024/10/10
Earth Pressure Balance Shield  Foam Penetration  Laboratory Experiments  Model Simulation  Soil Conditioning  
Stress-dilatancy behavior of marine coral sand incorporating non-plastic fines Journal article
Li, Xue, Zhou, Wan Huan, Liu, Jiankun. Stress-dilatancy behavior of marine coral sand incorporating non-plastic fines[J]. Engineering Geology, 2024, 342, 107764.
Authors:  Li, Xue;  Zhou, Wan Huan;  Liu, Jiankun
Favorite | TC[WOS]:1 TC[Scopus]:1  IF:6.9/7.6 | Submit date：2024/11/05
Marine Coral Sand  Maximum Dilatancy Angle  Non-plastic Fines  Stress-dilatancy Behavior  
Analysis of post-ground settlement induced during twin tunnelling in silty sand Journal article
Kannangara, K. K.Pabodha M., Su, Li Jun, Zhou, Wan Huan. Analysis of post-ground settlement induced during twin tunnelling in silty sand[J]. Tunnelling and Underground Space Technology, 2024, 152, 105949.
Authors:  Kannangara, K. K.Pabodha M.;  Su, Li Jun;  Zhou, Wan Huan
Favorite | TC[WOS]:0 TC[Scopus]:0  IF:6.7/7.4 | Submit date：2024/08/05
Epb Shield  Face Pressure  Machine Learning  Multi-gene Genetic Programming  Silty Sand  Torque  
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, Investigating soil arching evolution in dense sand via fully-instrumented trapdoor tests[J]. Acta Geotechnica, Acta Geotechnica, 2024, 2024, 19, 19(9), 6055-6071, 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  Failure Mechanism  Optical Frequency Domain Reflectometry (Ofdr)  Particle Image Velocimetry (Piv)  Principal Stress  Soil Arching  Trapdoor Test  
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]:1 TC[Scopus]:1  IF:3.4/3.8 | Submit date：2024/08/05
Clogging Mechanism  Discrete Element Method  Jkr Energy  Micromechanics  Particle Migration  Slurry Infiltration  
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, 19(8), 5757-5779.
Authors:  Li, Xue;  Zhou, Wan Huan;  Liu, Jiankun;  Wang, Chao
Favorite | TC[WOS]:3 TC[Scopus]:4  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