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在勘察分析边坡地质环境条件的基础上,查明高边坡的工程地质特征及危害程度,根据岩体物理力学参数及试验值对边坡岩体进行分区,对岩体破坏机制进行力学分析,计算和评价边坡在自重、自重+饱水、自重+饱水+地震工况下的稳定性,并对高边坡的破坏方式及稳定性进行预测分析。
On the basis of investigation and analysis of the geological and environmental conditions of the slope, the engineering geological characteristics and hazard degree of the high slope are ascertained. According to the physical and mechanical parameters of the rock mass and the test value, the slope rock mass is zoned to analyze the failure mechanism of the rock mass mechanically , Calculate and evaluate the stability of slope under its own weight, self-weight + full water, self-weight + full water + earthquake conditions, and predict and analyze the failure mode and stability of high slope.