Most analysis for rock slope stability have dealt with single-faced slopes with a planar surface of a constant strike.
多数岩质边坡稳定性分析已基本解决了常走向单坡面临空的边坡平面滑动问题。
This paper describes a PC-1500 microcomputer program for stability analysis of rock slopes.
本文介绍了一种适应于PC- 1500微型计算机的边坡稳定性分析程序。
Based on the matter-element model and the classified analysis method, an extension classification prediction method for the stability of rock-mass slopes is proposed.
基于物元模型和聚类分析，提出了岩体边坡稳定性的可拓聚类预测方法。
The failure of jointed rock slopes usually has large deformation and discontinuous features; therefore, discrete element method becomes an efficient way for stability analysis of jointed rock slopes.
节理岩体斜坡的失败通常有较大的变形和不连续的特点，因此，节理岩体斜坡稳定性分析，离散元方法成为一种有效的方式。
The failure of jointed rock slopes usually has large deformation and discontinuous features; therefore, discrete element method becomes an efficient way for stability analysis of jointed rock slopes.
节理岩体斜坡的失败通常有较大的变形和不连续的特点，因此，节理岩体斜坡稳定性分析，离散元方法成为一种有效的方式。
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