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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...

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Bibliografische Detailangaben
Hauptverfasser: Long Yu, Yang Bao, Kunming Ma, Yunrui Han, Yibin Yan, Bin Xu, Zhongtao Wang, Rui Pang
Format: Artigo
Sprache:Inglês
Veröffentlicht: Frontiers Media S.A. 2025-01-01
Schriftenreihe:Frontiers in Built Environment
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Online-Zugang:https://www.frontiersin.org/articles/10.3389/fbuil.2025.1545900/full
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