Analysis of the Research Status and Trends of Anti-Slide Pile with Prestressed Anchor Cable

Author:

Zhang Chao1

Affiliation:

1. Chongqing Jiaotong University

Abstract

The research status of anti-slide pile with prestressed anchor cable is summarized from the aspects of test, calculation and optimization design. The main problems in the design and application are elaborated, especially the interaction and deformation coordination among prestressed anchor cable, anti-slide pile and soil, as well as the existing shortcomings of soil arch effect, anti-slide pile internal force calculation, landslide thrust calculation and finite element numerical simulation. Anti-slide pile with prestressed anchor cable is analyzed on the research trends of development. Interaction mechanism, time effect, three-dimensional numerical simulation and further optimization design will be the key research direction.

Publisher

Trans Tech Publications, Ltd.

Reference9 articles.

1. Yunhua Zeng, Mingxin Zheng: Journal of East China Jiaotong University Vol. 20 (2003), pp.15-18.

2. Qinghua Xie: Western China Communication Science & Technology Vol. 04 (2006), pp.81-85.

3. Derong Zeng, Caoyuan Fan: Engineering Mechanics. Supplement (1999), pp.839-843.

4. Huaqing Wang, Chuanzhu Li and Lizhong Liu et al, in: Landslide Corpus, China Railway Publishing House, Beijing (1990).

5. Jinggui Tian, Caoyuan Fan: Journal of Chongqing Jiaotong University Vol. 17 (1998), pp.59-64.

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