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A simplified axisymmetric model for column supported embankment systems Journal article
COMPUTERS AND GEOTECHNICS, 2017,Volume: 92,Page: 96-107
Authors:  Zhao, Lin-Shuang;  Zhou, Wan-Huan;  Yuen, Ka-Veng
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Column Supported Embankment  Axisymmetric Model  Load Transfer  Modulus Ratio  Stress Ratio  
A semi-analytical method for the analysis of pile-supported embankments Journal article
Journal of Zhejiang University: Science A, 2012,Volume: 13,Issue: 11,Page: 888-894
Authors:  Zhou W.-H.;  Chen R.-P.;  Zhao L.-S.;  Xu Z.-Z.;  Chen Y.-M.
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Equal Settlement Plane  Load Transfer  Pile-supported Embankment  Soft Soils  Soil Arching  
Improved hyperbolic model of load-transfer for pile-soil interface and its application in study of negative friction of single piles considering time effect Journal article
Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2007,Volume: 29,Issue: 6,Page: 824-830
Authors:  Chen R.-P.;  Zhou W.-H.;  Cao W.-P.;  Chen Y.-M.
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Consolidation  Load-transfer model for pile-soil interface  Negative skin friction  Single pile