Simulate of the Thrust-sharing in Designed Multi-row Anti-slide Piles

Li Yunhua; Fu Xiaoqian; Wang Xun

doi:10.3969/j.issn.1007-2993.2009.04.008

Volume 23 Issue 4

Jul. 2021

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Li Yunhua, Fu Xiaoqian, Wang Xun. Simulate of the Thrust-sharing in Designed Multi-row Anti-slide Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2009, 23(4): 197-200,209. doi: 10.3969/j.issn.1007-2993.2009.04.008

Citation:

Li Yunhua, Fu Xiaoqian, Wang Xun. Simulate of the Thrust-sharing in Designed Multi-row Anti-slide Piles[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2009, 23(4): 197-200,209. doi: 10.3969/j.issn.1007-2993.2009.04.008

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Simulate of the Thrust-sharing in Designed Multi-row Anti-slide Piles

doi: 10.3969/j.issn.1007-2993.2009.04.008

China Rail Way Eryuan Engineering Group Co. Ltd First Civil Construction Design and Research Institute, Chengdu Sichuan 610031

Received Date: 2009-06-12

Abstract

Abstract

In the mountain railway construction process, large-scale landslides often used the engineering measures of multirow anti-slide pile reinforcement to reinforcement. The current conventional method of calculation can not calculate the value of the thrust accurately as well as the sharing ratio by the anti-slide pile in each row. In this paper, using large-scale numerical ANSYS finite element software to study Liu Zhan Cao Jia Shan landslide. Using the numerical calculation to get the value of the thrust, and calculate the thrust ratio, this method provides more scientific and rational basis, also avoid those limitations of the former method, and provides a proven solution.
- landslides,
- multi-row anti-slide pile,
- ANSYS