PILE-SOIL INTERACTION ANALYSIS OF O-CELL TESTING PILE BASED ON ELASTIC THEORY

Luo Chunbo; Zhu Xiangrong; Kong Qinghua; Sun Jinyue

doi:10.13204/j.gyjz200708016

Volume 37 Issue 8

Dec. 2014

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Luo Chunbo, Zhu Xiangrong, Kong Qinghua, Sun Jinyue. PILE-SOIL INTERACTION ANALYSIS OF O-CELL TESTING PILE BASED ON ELASTIC THEORY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 60-63. doi: 10.13204/j.gyjz200708016

Citation:

Luo Chunbo, Zhu Xiangrong, Kong Qinghua, Sun Jinyue. PILE-SOIL INTERACTION ANALYSIS OF O-CELL TESTING PILE BASED ON ELASTIC THEORY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 60-63. doi: 10.13204/j.gyjz200708016

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PILE-SOIL INTERACTION ANALYSIS OF O-CELL TESTING PILE BASED ON ELASTIC THEORY

doi: 10.13204/j.gyjz200708016

1.
1. Institute of Geotechnical Engineering,Zhejiang University Hangzhou 310027;
2.
2. Ningbo Institute of Technology,Zhejiang University Ningbo 315104;
3.
3. Architectural Design and Research Institute,Zhejiang University of Technology Hangzhou 310014

Received Date: 2006-11-20
Publish Date: 2007-08-20

Abstract

Abstract

Based on Poulos's elastic theory method of pile under loading from the top,an analytical solution for pile when loaded from the bottom is deduced during the O-cell testing pile.According to the results of the computational program,the distribution of the shaft friction and displacement along the pile are given and the factors affecting the distribution such as the ratio of pile's length-to-diameter and the stiffness ratio of pile-to-soil are analyzed.
- O-cell testing pile,
- elastic theory method,
- shaft friction,
- pile displacement

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References(6)

References

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