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

Chao Zhang

doi:10.4028/www.scientific.net/AMM.638-640.338

Paper Titles

Vibration Control of Offshore Platform Structure with Friction Dampers
p.318

Discussion and Dynamic Characteristics of the Offshore Jacket Structure
p.322

Study on the Risks and Instability Factors of an Operating Reinforced Concrete Coal Storage Bunker
p.326

Failure Simulation of Single-Edge Notched Concrete Beam under Dynamic Tensile Loading
p.333

Analysis of the Research Status and Trends of Anti-Slide Pile with Prestressed Anchor Cable
p.338

A Semi-Analytical Method to Calculate the Consolidation Problem of the Soilbag Filled with Mud Soil Buried with PVD
p.345

Abnormal High Pore Pressure Prediction and Cause Analysis of Salt and Anhydrite Formation of Fauqi Oilfield in Iraq
p.350

Amelioration of Wolffersdorff Hypoplastic Constitutive Model Considering Intergranular Strain Tensor
p.355

Analysis about the Classification of Landslide Monitoring Method
p.360

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Analysis of the Research Status and Trends of...

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

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.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

338-342

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.338

Citation:

Cite this paper

Online since:

September 2014

Authors:

Chao Zhang*

Keywords:

Anti-Slide Pile with Prestressed Anchor Cable, Deformation Coordination, Mechanism of Interaction, Research Status, Research Trends

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

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

Google Scholar

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

Google Scholar

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

Google Scholar

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

Google Scholar

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

Google Scholar

[6] Xiaoli Liu, Depei Zhou and Tao Yang: Journal of Engineering Geology Vol. 10 (2002), pp.317-320.

Google Scholar

[7] Shuqiang Gui: Calculating and Design Method and Their Application of Stabilizing Piles with Prestressed Anchor Cables in Landslides Remediation Works (China University of Geosciences, Hubei 2003).

Google Scholar

[8] Yinsheng Wang, Gongxian Wang et al: China Railway Science Vol. 28 (2007), pp.11-14.

Google Scholar

[9] Xiaogang Chu, Yinsheng Wang: Construction Technology Vol. 40 (2011), pp.98-100.

Google Scholar