西南某工程场区边坡稳定性分析

Slope stability analysis in a project of the southwest of china

边坡的稳定性是工程中的重要问题,其确定取决于坡型、所处地质环境以及不同部位的差异性。结合工程实例,通过对勘察资料的分析,详细研究了某场区边坡岩体的结构特征,分析了开挖边坡的边界条件,在此基础上采用极限平衡法对边坡的稳定性进行演算分析。

Slope stability is an important problem in the project,and the stability of slope is due to slope surface,the geology environment,different positions and so on.Taking an engineering project as the example,by analyzing a large number of surveying data,the structure characteristics of the rock mass of slope has been studies in this paper,and the condition of controlling borderlines of slope has also been analyzed in it.On the basis of this,we use the limit equilibrium method to make analysis and deduction to the stability of the slope.