The Stability Analysis for One Failure Slope

Si Cheng Zhong; Kun Yong Zhang; Fang Qing Tang; Xiong Bing Zhang

doi:10.4028/www.scientific.net/AMM.577.1146

Paper Titles

Research of Rockburst Prediction and Control Technology
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Research on the Deformation of Tunnel with the Influence of Seepage Water after Excavation
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Stability Analysis of Tunnel during the Excavation Based on ANSYS
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Study on Safety Monitoring and Forecasting of Qingping Tunnel Exit Based on Image Processing Technology
p.1139

The Stability Analysis for One Failure Slope
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The Thickness of Immediate Roof and Surrounding Rock Control Theoretical Research
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Damping Control Study on Concrete Filled Steel Tube Frame Structure with Viscous Damping Walls
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A Study on Underground Engineering Monitoring Information System
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A Calculation Method Based on Tension Distribution and Temperature Compensation for Sliding Cables
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 577The Stability Analysis for One Failure Slope

The Stability Analysis for One Failure Slope

Abstract:

On the basis of field investigation, the stability of the slope was calculated by GEO-SLOPE considering several different influence factors. After comparing these calculated safety factors, the reason for the failure slope was found out. Then, combined with the construction process, a comprehensive evaluation was given to this slope about the reason for slope failure. It was put forward the corresponding management measures according to the main reason.

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Periodical:

Applied Mechanics and Materials (Volume 577)

Pages:

1146-1149

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.577.1146

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Online since:

July 2014

Authors:

Si Cheng Zhong*, Kun Yong Zhang, Fang Qing Tang, Xiong Bing Zhang

Keywords:

Failure Slope, Failure’s Reason, Landslide Treatment, Stability Calculation

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* - Corresponding Author

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