2011Sichuan Water PowerRequires access

Rock Slope Stability Analysis and Evaluation of Yongshou Temple

Feng Jian-ming

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Abstract

Engineering geological conditions of the slope are identified through engineering geological investigations.On this basis,rock slope engineering geological classification,slope deformation and failure mechanism analysis are carried out.The stereographic projection method and limit equilibrium method has been jointly used to analysis and calculation on slope stability,and stability evaluation is performed.

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Engineering geological conditions of the slope are identified through engineering geological investigations.On this basis,rock slope engineering geological classification,slope deformation and failure mechanism analysis are carried out.The stereographic projection method and limit equilibrium method has been jointly used to analysis and calculation on slope stability,and stability evaluation is performed.

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Available abstract

Engineering geological conditions of the slope are identified through engineering geological investigations.On this basis,rock slope engineering geological classification,slope deformation and failure mechanism analysis are carried out.The stereographic projection method and limit equilibrium method has been jointly used to analysis and calculation on slope stability,and stability evaluation is performed.

Key concepts: Stereographic projection, Slope stability analysis, Geology, Slope stability, Slope stability probability classification, Stability (learning theory), Engineering geology, Geotechnical engineering

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