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对金温铁路某个经过预应力锚索加固处理的边坡,采用极限平衡直线破裂面法和有限元法进行边坡稳定性分析,综合两者的分析结果,得出边坡的稳定和变形之间的关系。
For a slope reinforced by prestressed anchor cable in Jin-Wen Railway, the stability analysis of the slope is carried out by using the method of limit equilibrium linear rupture and finite element method. The stability and deformation of the slope The relationship between.