PREDICTION OF EXCESS PORE WATER PRESSURE RESULTED FROM STATIC PRESSED PILE AND TIME-DEPENDENT PILE ULTIMATE BEARING CAPACITY

Zai Jinmin; Wang Wei; Wang Xudong; Qi Kejun; Zhang Yunjun

doi:10.13204/j.gyjz200408011

Volume 34 Issue 8

Dec. 2014

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Zai Jinmin, Wang Wei, Wang Xudong, Qi Kejun, Zhang Yunjun. PREDICTION OF EXCESS PORE WATER PRESSURE RESULTED FROM STATIC PRESSED PILE AND TIME-DEPENDENT PILE ULTIMATE BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 33-35. doi: 10.13204/j.gyjz200408011

Citation:

Zai Jinmin, Wang Wei, Wang Xudong, Qi Kejun, Zhang Yunjun. PREDICTION OF EXCESS PORE WATER PRESSURE RESULTED FROM STATIC PRESSED PILE AND TIME-DEPENDENT PILE ULTIMATE BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 33-35. doi: 10.13204/j.gyjz200408011

Citation:

Zai Jinmin, Wang Wei, Wang Xudong, Qi Kejun, Zhang Yunjun. PREDICTION OF EXCESS PORE WATER PRESSURE RESULTED FROM STATIC PRESSED PILE AND TIME-DEPENDENT PILE ULTIMATE BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 33-35. doi: 10.13204/j.gyjz200408011

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PREDICTION OF EXCESS PORE WATER PRESSURE RESULTED FROM STATIC PRESSED PILE AND TIME-DEPENDENT PILE ULTIMATE BEARING CAPACITY

doi: 10.13204/j.gyjz200408011

1.
College of Civil Engineering,Nanjing University of Technology Nanjing 210009

Received Date: 2003-06-25
Publish Date: 2004-08-20

Abstract

Abstract

Time and depth are adopted to analyse excess pore water pressure caused by static pressed pile in soft clay, and a 3D analytical formula is achieved. Based on the effective stress principle and according to dissipation of excess pore water pressure, consolidation of the clay around the pile and failure mode of pile- soil interface, an analytical solution to predict time- dependent ultimate bearing capacity of the driven pile is obtained. Results from the presented analytical solution are in agreement with those of the site tests.
- static pressed pile,
- excess pore water pressure,
- ultimate bearing capacity,
- time effect,
- interface

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References(11)

References

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