Limit analysis method for slope stability based on discretization of rigid blocks
The classic slope stability analysis problem is solved by abandoning the traditional and direct solutions for safety factors of slopes, such as the limit equilibrium equation and the introduction of assumptions. Instead, the general construction method for constructing a slope limit state mechanism...
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2022-09-01
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| Schriftenreihe: | Yantu gongcheng xuebao |
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| Online-Zugang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE202209003 |
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