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本文以延安市棉土沟黄土危险高边坡治理工程为实例,在综合分析边坡工程地质条件和变形破坏特征的基础上,通过对不同支挡结构形式采用“m”法和“k”法进行大量分析计算,提出了经济合理、施工方便的边坡支护方案。
Based on the comprehensive analysis of the engineering geological conditions and the deformation and failure characteristics of the loess in the Miantuogou of Yan’an City, this paper analyzes the characteristics of the slopes of the Loess Plateau by using “m ” method and k "method for a large number of analysis and calculation, put forward a reasonable and convenient construction slope support program.