Seismic analysis of slope considering log-spiral failure surface with numerical validation

Seismic analysis of slope considering log-spiral failure surface with numerical validation

Abstract This paper presents the solution of c-φ soil slope stability problem using the pseudo-dynamic method assuming the log-spiral failure mechanism. The vertical slice analysis methodology is introduced to analyze the stability of the slope under vertical and horizontal seismic loads. The adopte...

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Bibliographic Details
Main Authors: Suman Hazari, Sima Ghosh, Richi Prasad Sharma
Format: Article
Language:English
Published: SpringerOpen 2020-08-01
Series:International Journal of Geo-Engineering
Subjects:
Limit equilibrium approach
Pseudo-dynamic analysis
c-φ soil
Vertical slice
Log-spiral failure surface
Numerical analysis
Online Access:http://link.springer.com/article/10.1186/s40703-020-00118-z

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http://link.springer.com/article/10.1186/s40703-020-00118-z

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