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。
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