Application of Sliding Block Computation Model in Stability Evaluation for Anchored Rockmass Slope

Qiang Yong Zhang; X.T. Zhang; W. Xiang

doi:10.4028/www.scientific.net/KEM.306-308.1515

Paper Titles

Numerical Analysis of 3-D FLAC on Supporting Effects of Underground Caverns Surrounding Rockmass of Xiao Lang Di Key Water Control Project
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3-D FLAC Numerical Analysis of Rheological Character and Stability of Underground Caverns Surrounding Rock Mass of Xiao Langdi Key Water Control Project
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Study on Basic Mechanical Behaviors of Rocks at Low Temperatures
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Analysis for Initiative Sub-Crack of Ellipse Fracture
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3-D Network Simulation of Rock Joints and Permeability Tensor Analysis
p.1491

On the Active Failure Surface in the Backfilled Clay behind Rigid Retaining Wall in Slope Engineering
p.1497

Effect of Shear Stress and Displacement on the Hydraulic Properties of a Marble Fracture with Sand
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The Application of Hydraulic Fracturing in Storage Projects of Liquefied Petroleum Gas
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Application of Sliding Block Computation Model in Stability Evaluation for Anchored Rockmass Slope
p.1515

HomeKey Engineering MaterialsKey Engineering Materials Vols. 306-308Application of Sliding Block Computation Model in...

Application of Sliding Block Computation Model in Stability Evaluation for Anchored Rockmass Slope

Abstract:

Based on the basic idea of Sara method, A sliding block computational model for the anchored slope is established in this paper after taking into consideration the action of earthquake and influence of underground water as well as the supporting effect of rock-bolts . This model has been applied to stability analysis for the high slope project of a hydropower station and conclusions of significance to engineering design has been got.

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Periodical:

Key Engineering Materials (Volumes 306-308)

Pages:

1515-0

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.306-308.1515

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Online since:

March 2006

Authors:

Qiang Yong Zhang, X.T. Zhang, W. Xiang

Keywords:

Action of Earthquake, Evaluation of Safety Stability for Slope, Influence of Underground Water, Sliding Block Computation Model, Supporting of Rock-Bolt

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