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

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References(7)

References

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宰金珉,宰金璋.高层建筑基础分析与设计.北京:中国建筑工业出版社,1993:11-21

[3] 李广信.高等土力学.北京:清华大学出版社,2004:144-157

[4] Yue Z Q.On Generalized Kelvin Solutions in Multilayered Elastic Media.Journal of Elasticity,1995,40(1):1-44

[5] 吴家龙.弹性力学.北京:高等教育出版社,2001:54-60

[6] 杜庆华,岑章志,嵇醒,等.边界积分方程法-边界元法.北京:高等教育出版社,1989:50-61

[7] 董建国,赵锡宏.高层建筑地基基础-共同作用理论与实践.上海:同济大学出版社,1997:183-196

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