强度折减法与极限平衡法在某高边坡稳定性分析中的应用

摘要

With FLAC software based on strength reduction method and Slide software based on rigid body limit equilibrium method,stability of high slope along certain highway before and after reinforced by prestressed anchor was analyzed.The results show that prestressed anchor has obvious reinforcement effect,meeting requirement of stability in the specification.%基于强度折减法的FLAC软件与基于刚体极限平衡法的Slide软件,对某公路高边坡预应力锚索加固前后边坡的稳定性进行了分析.计算结果表明:预应力锚索加固边坡效果明显,稳定性满足规范要求.