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

Liu, Bang Jia / Xu, Qian

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.

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

Liu, Bang Jia / Xu, Qian

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.

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

Liu, Bang Jia / Xu, Qian

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.

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Title:

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

Contributors:

Liu, Bang Jia / Xu, Qian

Published in:

Advanced Materials Research ; 243-249 ; 3128-3131

Publication date:

2011-05-17

Size:

4 pages

ISSN:

1662-8985 , 1022-6680

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.3128

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

English

Keywords:

Distortion Analysis , Deep Foundation , Pile-Anchor Support Structure , Optimization Design

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