Dragload and Downdrag Performances of Inclined Pile Group Embedded in Consolidating Soil

The performance of inclined pile group embedded in consolidating soil under surcharge load was investigated by experiment in comparison with vertical pile group and single pile under the same conditions; dragload, down- drag, and layered soil settlement were measured. A three-dimensional numerical m...

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Published inTransactions of Tianjin University Vol. 17; no. 3; pp. 175 - 180
Main Author 孔纲强 杨庆
Format Journal Article
LanguageEnglish
Published Heidelberg Tianjin University 01.06.2011
Key Laboratory for Geomechanics and Embankment Engineering of Ministry of Education,Geotechnical Research Institute, Hohai University, Nanjing 210098, China%State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
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