ANALYSIS OF DISPLACEMENT IN DIFFERENT DEPTH OF LOW-STRENGTH PILE COMPOSITE FOUNDATION

Li Haifang; Gong Xiaonan; Wen Xiaogui

doi:10.13204/j.gyjz200501014

Volume 35 Issue 1

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(1): 47-49

Li Haifang, Gong Xiaonan, Wen Xiaogui. ANALYSIS OF DISPLACEMENT IN DIFFERENT DEPTH OF LOW-STRENGTH PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 47-49. doi: 10.13204/j.gyjz200501014

Citation:

Li Haifang, Gong Xiaonan, Wen Xiaogui. ANALYSIS OF DISPLACEMENT IN DIFFERENT DEPTH OF LOW-STRENGTH PILE COMPOSITE FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 47-49. doi: 10.13204/j.gyjz200501014

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ANALYSIS OF DISPLACEMENT IN DIFFERENT DEPTH OF LOW-STRENGTH PILE COMPOSITE FOUNDATION

doi: 10.13204/j.gyjz200501014

1.
1. Department of Geotechnical Engineering,China Institute of Water Reso urces and Hydropower Research Beijing 100044;
2.
2. Institute of Geotechnical Engineering,Zhejiang University Hangzhou 310027

Received Date: 2004-08-13
Publish Date: 2005-01-20

Abstract

Abstract

The observed displacement in different depth of a composite foundation with low-strength piles under embankment is analyzed.According to the settlement in dif ferent depth, major compressive deformation develops in area nearby stabilized l ayer bottom.As pile length increases the area increases.Lateral displacement in different depth decreases as the depth increases and it gets slow down gradually .
- geotechnical engineering,
- composite foundations,
- ettlement in different depth,
- lateral displacement