【摘要】 对龙山滑坡层状滑体的破坏模式进行了分析,采用Sarma法和直线滑面型边坡分析法对各个滑块进行了稳定性分析计算,结果准确。根据不同的工程地质条件,采用不同的工程措施进行治理,效果良好。更多还原

【Abstract】 This paper analyses the deformation types of slopes which are composed of layered rock mass, and calculates the stability coefficeats of different sliding blocks by means of Sarma method and slope analysis method that suits for linear sliding surface. Furthermore, according to different conditions of engineering geology , different engineering measures are adopted to prevent it ,and good result is achieved .更多还原