Study on Retaining Work of the Engineering Landslide

Feng Yan Qin; Jin Song Tu; Qin Yun Ge

doi:10.4028/www.scientific.net/AMM.166-169.2566

Paper Titles

Effects of Water and Thermal Contact Resistance on the Temperature Field of Concrete Filled Steel Tubular Columns
p.2543

Research on Safety Assessment Theories and Application of the Internal Force Envelope Method in the Health Monitoring of Large
p.2548

The Mechanical Performance Analysis of Steel Truss in the Fire and Damage Assessment after Fire
p.2555

Application of the Comprehensive Geophysical Prospecting Techniques in Hidden Trouble Detection of Tailings Dam
p.2562

Study on Retaining Work of the Engineering Landslide
p.2566

Emergency Evacuation from a Multi-Room Compartment
p.2570

Modelling of Crowd Behaviour in Emergency Evacuation
p.2581

Travel Time Reliability for Rescue and Recovery after Disaster
p.2591

The Review and Prospects of the Study on Chinese Geological Disaster
p.2597

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Study on Retaining Work of the Engineering...

Study on Retaining Work of the Engineering Landslide

Abstract:

In this paper the features and applicable ranges of the traditional landslide treatment measures were analyzed, such as anti-slide retaining walls, anti-slide piles, prestressed anchors, bolts and others . Through the analysis of engineering landslide treatment present situation, the advantage and scope of application was elaborated, which has been used only in recent years, such as the pre-stressed anchor cable pile, the lattice frame anchor, prestress concrete lattice frame anchor, anchor soil nail reinforced earth retaining wall and other new types of retaining the reinforcement measures. Finally, the development trend of engineering landslide are put out. Some suggestions are put forword for the similar engineering landslide governance and protection.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2566-2569

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2566

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Online since:

May 2012

Authors:

Feng Yan Qin, Jin Song Tu, Qin Yun Ge

Keywords:

Lattice Frame Anchor, Prestressing Cable, Reinforced Soil Retaining Wall, Retaining Pile, Retaining Work, Slipe Control

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References

[1] Jianqing Xie. Geology And Prospecting. drilling engineering.2001 (1): pp.28-32.(In Chinese)

Google Scholar

[2] Shize Jin. Subgrade Engineering, 2003 (6): pp.9-11.( In Chinese)

Google Scholar

[3] Yingzi Xu,Jinsong Zhu. Journal of Guilin Institute of Technology,2003(1):pp.106-110.(In Chinese)

Google Scholar

[4] Patra C R. and Basudhar P K. 2005. Optimum design of nailed soil slopes. Journal of Geotechnical and Geological Engineering, Vol. 23, pp.273-296.

DOI: 10.1007/s10706-004-2146-7

Google Scholar

[5] Allen T.M. Bathurst, R.J. & Berg R.R.2002.Global level of safety and performance of geosynthetic walls: a historical perspective, Geosynthetics International, 9(5-6): p.395–450.

DOI: 10.1680/gein.9.0224

Google Scholar

[6] Zhuoyuan Zhang.Journal of Geological Hazarda and Environment Protection,2000 (2):pp.89-97(In Chinese)

Google Scholar

[7] Basheer, I.A. & Najjar, Y. M. 1994. Reliability based design of reinforced earth retaining walls, Transportation Research Record, 1526: p.64–78.

DOI: 10.1177/0361198196152600109

Google Scholar