A Simulation Analysis of the Slumping Failure of Unstable Rocks With a Weak Base
Toppling and slumping are two common failure modes for unstable rocks with a weak base (WBURs). The toppling failure of a WBUR is controlled by the degree of inclination of the base. In contrast, the slumping failure of a WBUR is controlled by parameters such as the gradient of the base slope, the g...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2024-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2024/6726509 |
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