边坡稳定性分析方法综述

S. Ullah, M. Khan, Gohar Rehman
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引用次数: 7

摘要

边坡稳定性评估是岩土工程师面临的最常见问题之一。岩土体边坡稳定性预测对水库大坝、道路、隧道、基坑、露天矿和其他工程结构的设计具有重要意义。由于边坡稳定性问题的重要性,人们提出了各种边坡安全评价方法。本文综述了现有的边坡稳定性分析方法。这些方法分为五个不同的组,分别是;(a)极限平衡法,(b)数值模拟法,(c)人工神经网络法,(d)极限分析法,(e)向量和法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A BRIEF REVIEW OF THE SLOPE STABILITY ANALYSIS METHODS
One of the most common problem faced by geotechnical engineers is slope stability assessment. The predictions of slope stability in soil or rock masses is very important for the designing of reservoir dams, roads, tunnels, excavations, open pit mines, and other engineering structures. It is the importance of slope stability problem that has reasoned alternate methods for evaluating the safety of a slope. This study reviews the existing methods used for slope stability analysis. These methods are divided into five different groups which are; (a) Limit equilibrium method, (b) Numerical simulation method, (c) Artificial neural network method, (d) Limit analysis method, and (e) Vector sum method.
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