SETTLEMENT OF SINGLE PILE IN MULTI-LAYERED SOILS

Ma Kesheng; Zhang Xiaoju

doi:10.13204/j.gyjz200707017

Volume 37 Issue 7

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(7): 58-59

Ma Kesheng, Zhang Xiaoju. SETTLEMENT OF SINGLE PILE IN MULTI-LAYERED SOILS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 58-59. doi: 10.13204/j.gyjz200707017

Citation:

Ma Kesheng, Zhang Xiaoju. SETTLEMENT OF SINGLE PILE IN MULTI-LAYERED SOILS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 58-59. doi: 10.13204/j.gyjz200707017

Ma Kesheng, Zhang Xiaoju. SETTLEMENT OF SINGLE PILE IN MULTI-LAYERED SOILS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 58-59. doi: 10.13204/j.gyjz200707017

Citation:

Ma Kesheng, Zhang Xiaoju. SETTLEMENT OF SINGLE PILE IN MULTI-LAYERED SOILS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 58-59. doi: 10.13204/j.gyjz200707017

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SETTLEMENT OF SINGLE PILE IN MULTI-LAYERED SOILS

doi: 10.13204/j.gyjz200707017

1.
Department of Civil Engineering,Taiyuan University of Technology Taiyuan 030024

Received Date: 2006-11-18
Publish Date: 2007-07-20

Abstract

Abstract

Through generalizing the shear displacement method to compute settlement of single pile in multi-layered soils,the corresponding theoretic formulas are derived,with which settlement,distribution of axial force,displacement of single pile and side friction of single pile along the depth in multi-layered soils can be easily attained.
- settlement of single pile,
- axial force,
- friction,
- shear displacement method

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References(3)

References

[2] Poulos H G,Davis E H.The Settlement Behavior of Single Axially Loaded Incompressible Piles and Piers.Gotechnique,1968(18)

朱百里,沈珠江.计算土力学.上海:上海科学技术出版社,1990

[3] 马克生.柔性桩复合地基沉降可靠度分析:[博士学位论文].杭州:浙江大学,2000

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