2009Industrial Minerals and ProcessingRequires access

The elasto-plastic analysis for the stability of deepening slope in YingPin II pit

YU Wei-dong

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Abstract

The deepening slope in YingPin Ⅱ pit is chosen as the engineering background,the FLAC3D is adopted to analyze slope stability,which shows that safety factor of slope is 1.34 and the slope is in the stable state;the slip plane is in the upper part of slope,which does not run through the whole slope,so the slippage place can be reinforced by some certain methods.

About this research paper

What this paper is about

The deepening slope in YingPin Ⅱ pit is chosen as the engineering background,the FLAC3D is adopted to analyze slope stability,which shows that safety factor of slope is 1.34 and the slope is in the stable state;the slip plane is in the upper part of slope,which does not run through the whole slope,so the slippage place can be reinforced by some certain methods.

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Available abstract

The deepening slope in YingPin Ⅱ pit is chosen as the engineering background,the FLAC3D is adopted to analyze slope stability,which shows that safety factor of slope is 1.34 and the slope is in the stable state;the slip plane is in the upper part of slope,which does not run through the whole slope,so the slippage place can be reinforced by some certain methods.

Key concepts: Slippage, Slope stability, Slope stability analysis, Geotechnical engineering, Geology, Slip (aerodynamics), Safety factor, Slope failure

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