【摘要】 结合某电站库区一典型的倾倒体边坡,介绍了边坡的基本地质条件和坡体结构特征。在此基础上,采用SARMA法和有限元法对该倾倒体边坡的稳定性进行了定量计算与定性评价,评价结果与现场调查比较一致。更多还原

【Abstract】 With a typical toppling slope in the reservoir of a power station,the basic geological condition and the slope body structural characteristic are presented.Based on this foundation,it carries on the quantitative evaluation and the qualitative evaluation for the toppling slope stability using Sarma’s method and finite element method,the evaluative result shows that it is consistent with the scene investigation.更多还原