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...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
SpringerOpen
2020-08-01
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| Series: | International Journal of Geo-Engineering |
| Subjects: | |
| Online Access: | http://link.springer.com/article/10.1186/s40703-020-00118-z |