Analysis of Rock Slope Stability on the Basis of Limit Equilibrium Method

Jun Wang; Hong Guang Ji

doi:10.4028/www.scientific.net/AMR.711.333

Paper Titles

Study on Formation Rule of Seismic Wavelet in Kelvin Medium
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Computerized Generation Simulation of Straight Bevel Gears with Tangear
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Fatigue Research on Welding Joint of the Main Girder in Bridge Crane
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Experimental Study of the Influencing Factors of Elevator Cable Magnetic Flux Leakage Detection Signal
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Analysis of Rock Slope Stability on the Basis of Limit Equilibrium Method
p.333

CFD Study on Inner Fluid Flow of Novel Hydrocyclone
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The Selection of the Difference Scheme in Numerical Simulation of Low-Rise Gable Roof Surface Pressure
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The Effect of the Numerical Wind Tunnel Simulation Results of Arched Roof for Different Turbulence Models
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The Research on the Methodology of Diagnosing the Fault of Bearing in Warships Based on NS-EMD
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 711Analysis of Rock Slope Stability on the Basis of...

Analysis of Rock Slope Stability on the Basis of Limit Equilibrium Method

Abstract:

To analyze the rock slope stability of open pit, limit equilibrium theory is used and the safety factor of slope stability is calculated by Geo-slope software. Then, the region where local instability or overall instability may occur is determined. Finally, some optimization plans and appropriate protective measures are suggested, providing a theoretical basis for engineering practice.