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Rock Slope Stability Analysis of a Metro Station Excavation
Successful design of rock cut slopes is a product of thorough geotechnical investigation, use of suitable design methods, implementation of appropriate excavation methods and adoption of appropriate stabilization measures. This paper deals with rock slope stability analysis conducted for a metro station excavation as a part of one metro rail project in southern part of India. Kinematic analysis and numerical analysis have been performed considering various conditions of slope failure. An attempt has been made to execute a comparative analysis of various available methods for rock slope stability analysis. Rock support system has been estimated to achieve suitable factor of safety, and a comprehensive design strategy to deal with rock slope stability has also been elucidated in this paper.
Rock Slope Stability Analysis of a Metro Station Excavation
Successful design of rock cut slopes is a product of thorough geotechnical investigation, use of suitable design methods, implementation of appropriate excavation methods and adoption of appropriate stabilization measures. This paper deals with rock slope stability analysis conducted for a metro station excavation as a part of one metro rail project in southern part of India. Kinematic analysis and numerical analysis have been performed considering various conditions of slope failure. An attempt has been made to execute a comparative analysis of various available methods for rock slope stability analysis. Rock support system has been estimated to achieve suitable factor of safety, and a comprehensive design strategy to deal with rock slope stability has also been elucidated in this paper.
Rock Slope Stability Analysis of a Metro Station Excavation
Lecture Notes in Civil Engineering
Satyanarayana Reddy, C. N. V. (editor) / Muthukkumaran, K. (editor) / Vaidya, Ravikiran (editor) / Rajaraman, R (author) / Kumar, Gundeti Sumanth (author)
2021-11-24
15 pages
Article/Chapter (Book)
Electronic Resource
English
Rock Slope Stability Analysis of a Metro Station Excavation
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