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

Wang Siwei, Gao Danying, Liu Handong. STUDY ON STRENGTH AND DEFORMATION OF PLASTIC CONCRETE UNDER CYCLIC LOADING AND UNLOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 92-95. doi: 10.13204/j.gyjz200905020

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

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