Probabilistic slope stability analysis on marine clay seabed considering spatial variability of soil parameters
Determining the failure probabilities of submarine slopes over long distances is crucial for assessing slope stability, given the randomness of soil parameters. Based on the theory of stochastic fields and the method of limit equilibrium, this study introduces a quantitative method that incorporates...
محفوظ في:
| المؤلفون الرئيسيون: | , , , , , , , |
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| التنسيق: | Artigo |
| اللغة: | Inglês |
| منشور في: |
Frontiers Media S.A.
2025-01-01
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| سلاسل: | Frontiers in Built Environment |
| الموضوعات: | |
| الوصول للمادة أونلاين: | https://www.frontiersin.org/articles/10.3389/fbuil.2025.1545900/full |
| الوسوم: |
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