NEW MODEL OF LONG PILE LOAD TRANSFER FOR SOFT FOUNDATION IN SHANGHAI

Pei Jie; Shui Weihou; Cao Hui

doi:10.13204/j.gyjz200507015

Volume 35 Issue 7

Dec. 2014

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Pei Jie, Shui Weihou, Cao Hui. NEW MODEL OF LONG PILE LOAD TRANSFER FOR SOFT FOUNDATION IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 50-54,49. doi: 10.13204/j.gyjz200507015

Citation:

Pei Jie, Shui Weihou, Cao Hui. NEW MODEL OF LONG PILE LOAD TRANSFER FOR SOFT FOUNDATION IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 50-54,49. doi: 10.13204/j.gyjz200507015

Pei Jie, Shui Weihou, Cao Hui. NEW MODEL OF LONG PILE LOAD TRANSFER FOR SOFT FOUNDATION IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 50-54,49. doi: 10.13204/j.gyjz200507015

Citation:

Pei Jie, Shui Weihou, Cao Hui. NEW MODEL OF LONG PILE LOAD TRANSFER FOR SOFT FOUNDATION IN SHANGHAI[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 50-54,49. doi: 10.13204/j.gyjz200507015

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NEW MODEL OF LONG PILE LOAD TRANSFER FOR SOFT FOUNDATION IN SHANGHAI

doi: 10.13204/j.gyjz200507015

1.
Shenyuan Geotechnical Engineering Co.,Ltd.,Shanghai Xiandai Architectural Design(Group) Co.,Ltd. Shanghai 200011

Received Date: 2005-01-27
Publish Date: 2005-07-20

Abstract

Abstract

A modified model of ful-l load transfer is proposed of long piles for the soft foundation in Shanghai based on analytic method of load transfer. The unification of processing softened and hardened soil models is realized by the modified model, which can reflect not only pile- soil slip and degradation of frictional resistance, but also reflect asynchronous action of lateral friction and lateral resistance. It is very useful for further research on load transfer mechanism of piled foundations.
- load transfer model,
- slip,
- frictional resistance,
- asynchronous action,