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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  
A closed-form solution for column-supported embankments with geosynthetic reinforcement Journal article
Lin-Shuang Zhao, Wan-Huan Zhou, Xueyu Geng, Ka-Veng Yuen, Behzad Fatahi. A closed-form solution for column-supported embankments with geosynthetic reinforcement[J]. Geotextiles and Geomembranes, 2019, 47(3), 389-401.
Authors:  Lin-Shuang Zhao;  Wan-Huan Zhou;  Xueyu Geng;  Ka-Veng Yuen;  Behzad Fatahi
Favorite | TC[WOS]:47 TC[Scopus]:49  IF:4.7/4.6 | Submit date：2021/03/09
Geosynthetics  Column-supported Embankment  Soil Arching  Modulus Ratio  Stress Ratio  Axisymmetric Modelling  
Group effect on soil arching in geogrid-reinforced pile-supported embankments Journal article
Wan-Huan Zhou, Jun-Yuan Lao, Yisheng Huang, Renpeng Chen. Group effect on soil arching in geogrid-reinforced pile-supported embankments[J]. Japanese Geotechnical Society Special Publication, 2017, 5(2), 130-134.
Authors:  Wan-Huan Zhou;  Jun-Yuan Lao;  Yisheng Huang;  Renpeng Chen
Favorite | TC[Scopus]:0 | Submit date：2019/04/09
Soil Arching  Group Effect  Pile-supported Embankment  Geogrid-reinforcement  Finite Element Modeling  
Three-dimensional Finite Element Modelling of Soil Arching in Pile-supported Geogrid-reinforced Embankments Journal article
Zhou Wanhuan, Lao Junyuan, Huang Yisheng, Chen Renpeng. Three-dimensional Finite Element Modelling of Soil Arching in Pile-supported Geogrid-reinforced Embankments[J]. Procedia Engineering, 2016, 143, 607-614.
Authors:  Zhou Wanhuan;  Lao Junyuan;  Huang Yisheng;  Chen Renpeng
Favorite | TC[WOS]:14 TC[Scopus]:16 | Submit date：2022/08/23
Soil Arching  Three-dimensional Finite Element Model  Pile-cap  Pile Supported Embankment  
A semi-analytical method for the analysis of pile-supported embankments Journal article
Zhou W.-H., Chen R.-P., Zhao L.-S., Xu Z.-Z., Chen Y.-M.. A semi-analytical method for the analysis of pile-supported embankments[J]. Journal of Zhejiang University: Science A, 2012, 13(11), 888-894.
Authors:  Zhou W.-H.;  Chen R.-P.;  Zhao L.-S.;  Xu Z.-Z.;  Chen Y.-M.
Favorite | TC[WOS]:18 TC[Scopus]:21 | Submit date：2018/12/21
Equal Settlement Plane  Load Transfer  Pile-supported Embankment  Soft Soils  Soil Arching