An evaluation method of open-pit slope stability based on Poset theory
Abstract To achieve an objective and reasonable judgment on slope stability, the partially ordered set (Poset) theory is applied to the slope stability evaluation against the engineering background of an open pit slope. From the four aspects of rock mass structural characteristics, slope morphology,...
| Published in: | Geomechanics and Geophysics for Geo-Energy and Geo-Resources |
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| Main Authors: | , , , , , |
| Format: | Article |
| Language: | English |
| Published: |
Springer
2024-01-01
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| Subjects: | |
| Online Access: | https://doi.org/10.1007/s40948-023-00708-y |