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Subaqueous dilative slope failure (breaching): Current understanding and future prospects
Advances in Water Resources ( IF 4.0 ) Pub Date : 2024-04-23 , DOI: 10.1016/j.advwatres.2024.104708
Said Alhaddad , Geert Keetels , Dick Mastbergen , Cees van Rhee , Cheng-Hsien Lee , Eduard Puig Montellà , Julien Chauchat

This article presents the current state-of-the-art understanding of underwater dilative slope failure (breaching). Experimental investigations are reviewed, providing critical insights into the underlying physics of breaching and pointing out knowledge gaps, which underscore the need for further research. Besides, field observations at several locations across the globe are outlined, highlighting the hazard of breaching and the need for effective coastal management strategies to mitigate the associated risks. Furthermore, existing methods for analyzing and predicting the slope failure evolution are discussed and reflected upon, including analytical approaches and numerical models, ranging from simplified 1D models to advanced 3D coupled flow-soil approaches. Lastly, open questions are posed and key future directions are identified to enhance our understanding of the breaching failure. Overall, this review paper provides a valuable resource for researchers and decision makers involved in slope stability and flow slide risk assessment.

中文翻译:


水下膨胀斜坡破坏(溃决):当前认识和未来前景



本文介绍了当前对水下膨胀斜坡破坏(破裂)的最先进的理解。对实验研究进行了回顾,为突破的基础物理提供了重要的见解,并指出了知识差距,这强调了进一步研究的必要性。此外,还概述了全球多个地点的现场观察结果,强调了违规的危险以及采取有效的沿海管理策略来减轻相关风险的必要性。此外,还讨论和反思了分析和预测边坡失稳演化的现有方法,包括分析方法和数值模型,范围从简化的一维模型到先进的 3D 耦合流土方法。最后,提出了一些悬而未决的问题,并确定了未来的关键方向,以增强我们对违规失败的理解。总体而言,这篇综述论文为参与边坡稳定性和滑坡风险评估的研究人员和决策者提供了宝贵的资源。
更新日期:2024-04-23
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