BOUNDARY ELEMENT ANALYSIS OF STRESS AND DISPLACEMENT FIELD IN LAYERED SOIL

Yue Qiang; Xiao Hongtian; Li Bo

doi:10.13204/j.gyjz200612015

Volume 36 Issue 12

Dec. 2014

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Yue Qiang, Xiao Hongtian, Li Bo. BOUNDARY ELEMENT ANALYSIS OF STRESS AND DISPLACEMENT FIELD IN LAYERED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 52-55. doi: 10.13204/j.gyjz200612015

Citation:

Yue Qiang, Xiao Hongtian, Li Bo. BOUNDARY ELEMENT ANALYSIS OF STRESS AND DISPLACEMENT FIELD IN LAYERED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 52-55. doi: 10.13204/j.gyjz200612015

Yue Qiang, Xiao Hongtian, Li Bo. BOUNDARY ELEMENT ANALYSIS OF STRESS AND DISPLACEMENT FIELD IN LAYERED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 52-55. doi: 10.13204/j.gyjz200612015

Citation:

Yue Qiang, Xiao Hongtian, Li Bo. BOUNDARY ELEMENT ANALYSIS OF STRESS AND DISPLACEMENT FIELD IN LAYERED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(12): 52-55. doi: 10.13204/j.gyjz200612015

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BOUNDARY ELEMENT ANALYSIS OF STRESS AND DISPLACEMENT FIELD IN LAYERED SOIL

doi: 10.13204/j.gyjz200612015

1.
College of Civil Engineering,Shandong University of Science and Technology Qingdao 266510

Received Date: 2006-06-21
Publish Date: 2006-12-20

Abstract

Abstract

The boundary element method for the analysis of layered soil is presented using the fundamental solutions of three-dimensional multilayered solids.The generalized Kelvin basic solution and the boundary element method coupling,the boundary integral equation is established for the layered soil boundary value problem,which does not include interface integral.The singular integral calculus appearing in the kernel function is made solution.It is shown that the present method is efficient for the stress and displacement in layered soil.
- layered soil,
- boundary element method,
- generalized Kelvin solutions,
- stress,
- displacement