Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structure of the Deep Foundation

Abstract:

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This article has used the ADINA numerical calculus software to simulate the deep foundation excavation and supports process, as well as analyzing the analogue result in the project of the Xia Gong in ShenYang City. The results illustrate that (1) it is essential to optimize the pile earth's horizontal displacement and the mechanical situation of anchor rod. (2) It makes soil’s horizontal displacement and the mechanical situation of anchor rod more reasonable by changing the anchor rod vertical spacing and length ,hence obtains that the anchor parameter change has the great influence on the distortion of the support structure.

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Edited by:

Chaohe Chen, Yong Huang and Guangfan Li

Pages:

3128-3131

DOI:

10.4028/www.scientific.net/AMR.243-249.3128

Citation:

B. J. Liu and Q. Xu, "Numerical Simulation Research for Stress and Distortion of Pile-Anchor Support Structure of the Deep Foundation", Advanced Materials Research, Vols. 243-249, pp. 3128-3131, 2011

Online since:

May 2011

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$35.00

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