某顺层边坡稳定性分析及治理工程设计

Stability analysis and improvement design for a bedding slope

在工程地质条件分析的基础上,提出了顺层边坡潜在滑动面的确定方法,并采用剩余推力法进行稳定性分析,然后根据推力计算结果制定合理的治理措施,实例分析表明,稳定性分析思路与治理设计方法具有较好的工程适用性,可为同类顺层边坡工程提供一定的借鉴与参考。

Based on the analysis of engineering geological conditions, the method to determine potential sliding surface of bedding slope is proposed, and the stability analysis is carried on by the residual pushing method, the reasonable improvement measures are presented according to the pushing force computing results. A realistic case study indicates that the method of stability analysis and improvement design developed in this paper has well engineering applicability and can be used for reference to the similar bedding slope projects.