Stability Analysis of Soil Slope Based on Deformation Monitoring Data

ce/papers Pub Date : 2025-03-18 DOI:10.1002/cepa.3131
Guangjun Li, Chenxi Fu, Daxue Chen, Shuyan Liu, Yu Chen, Enmao Quan
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Abstract

How to accurately assess the stability of slopes based on slope deformation monitoring data has been a theoretical challenge. Taking soil slope as an example, this paper connects the development process of slope deformation with the stress and strain state inside the slope through finite element data simulation, finds the evolution law of slope instability failure from the change process of displacement, establishes the relationship between slope deformation monitoring data and stability. The research results show that: with the decrease of the safety factor, the displacement of measuring point increases gradually. When the slope is near failure, the displacement of measuring point increases abruptly. At the same time, the displacement of measuring point at different positions on the slope is different, the increase in displacements of measuring point in the range of sliding body is very significant, revealing the different sensitivities of slope stability development. Therefore, the sensitivity of different locations should be fully considered when arranging the monitoring points in the slope monitoring project. The results of the study provide methods and approaches for effectively evaluating slope stability; and can be used as a reference for similar projects.

基于变形监测数据的土质边坡稳定性分析
如何根据边坡变形监测数据准确地评价边坡的稳定性一直是一个理论难题。本文以土质边坡为例,通过有限元数据模拟,将边坡变形的发展过程与边坡内部的应力应变状态联系起来,从位移的变化过程中发现边坡失稳破坏的演化规律,建立边坡变形监测数据与稳定性之间的关系。研究结果表明:随着安全系数的减小,测点位移逐渐增大。当边坡接近破坏时,测点位移急剧增大。同时,测点在边坡上不同位置的位移是不同的,测点在滑动体范围内的位移增加非常显著,揭示了边坡稳定发展的不同敏感性。因此,在边坡监测工程中布置监测点时,应充分考虑不同位置的敏感性。研究结果为有效评价边坡稳定性提供了方法和途径;并可作为类似工程的参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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