School of Civil Engineering and Architecture, Shaanxi University of Technology, Hanzhong, 723001, Shaanxi, China.
Key Laboratory of Disaster Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, 730050, China.
Sci Rep. 2023 Apr 20;13(1):6496. doi: 10.1038/s41598-023-33559-4.
As a key problem in slope-stability analysis, searching for potential sliding surfaces has attracted the attention of experts and scholars for a long time. However, the commonly used sliding surface curves are only considered in terms of shape approximation and lack physical significance. The search process involved in stability analysis of multi-level slopes is complex and a large amount of calculation is required. In order to solve this problem, this paper proposes a new sliding surface form based on physical interpretation of the brachistochrone, and establishes a search model for the brachistochrone sliding surface of a multi-level loess slope. At the same time, in order to further expand the search range and find a more ideal potential sliding surface curve shape and position with a lower safety factor, we recommend continuing the sliding-surface search after the brachistochrone is improved. We compared the calculation results for the position of the potential sliding surface and the stability safety factor with the corresponding results for an arc sliding surface (in combination with a calculation example) to verify its rationality. The approach offered here not only provides a new choice of sliding surface curve form for slope-stability analysis, but also significantly improves search efficiency for potential sliding surfaces of multi-level loess slopes.
作为边坡稳定性分析中的一个关键问题,潜在滑动面的搜索一直以来都受到了专家和学者们的关注。然而,常用的滑动面曲线仅在形状近似方面进行考虑,缺乏物理意义。多级边坡稳定性分析中涉及的搜索过程较为复杂,需要大量的计算。为了解决这个问题,本文提出了一种基于最速降线物理解释的新滑动面形式,并建立了多级黄土边坡最速降线滑动面的搜索模型。同时,为了进一步扩大搜索范围,找到具有更低安全系数的更理想的潜在滑动面曲线形状和位置,我们建议在改进最速降线后继续进行滑动面搜索。我们通过与圆弧滑动面(结合计算实例)进行比较,对潜在滑动面位置和稳定性安全系数的计算结果进行了验证,以验证其合理性。这里提出的方法不仅为边坡稳定性分析提供了一种新的滑动面曲线形式选择,还显著提高了多级黄土边坡潜在滑动面的搜索效率。