ANALYSIS OF PILE IN CONSIDERATION OF PLASTIC INTERACTION BETWEEN PILE AND SOIL

LüFanren; Yin Jiming; Jin Yaohua; Yao Rong

doi:10.13204/j.gyjz201007014

Volume 40 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(7): 52-55,41

LüFanren, Yin Jiming, Jin Yaohua, Yao Rong. ANALYSIS OF PILE IN CONSIDERATION OF PLASTIC INTERACTION BETWEEN PILE AND SOIL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 52-55,41. doi: 10.13204/j.gyjz201007014

Citation:

LüFanren, Yin Jiming, Jin Yaohua, Yao Rong. ANALYSIS OF PILE IN CONSIDERATION OF PLASTIC INTERACTION BETWEEN PILE AND SOIL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 52-55,41. doi: 10.13204/j.gyjz201007014

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ANALYSIS OF PILE IN CONSIDERATION OF PLASTIC INTERACTION BETWEEN PILE AND SOIL

doi: 10.13204/j.gyjz201007014

1.
Yangzhou Polytechnic College,Yangzhou 225009,China

Received Date: 2010-01-06
Publish Date: 2010-07-20

Abstract

Abstract

The ground was assumed to be elastic. The differential equation was built and solved by finite difference method in consideration of plastic slip between pile and soil. The numerical example agrees well with the field measurement. Continuity of the soil around the pile can be considered into the method. By the method, the settlement of the ground around the pile can be calculated. The method was compared with load transfer method and shear displacement method. It is shown that the method isnt simple superposition of load transfer method and shear displacement method. Degradation of the method is consistent with load transfer method and shear displacement method respectively.
- pile foundation,
- elastic theory,
- interaction between pile and soil,
- plasticity

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References(11)

References

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