摘要
基于强度折减有限元法对边坡进行了加固分析,结果表明当采用粘聚力更大的材料对边坡表面加固时,可以通过调整材料粘聚力和加固深度使得安全系数达到合适的值。
This paper analyzes the slope reinforcement based on strength reducing finite element method.Results show that the safety coefficient will be up to suitable value by adjusting material cohesion and reinforcing depth while the slope surface is consolidated with higher strength cohesion material.
出处
《山西建筑》
2012年第10期78-80,共3页
Shanxi Architecture
关键词
强度折减有限元法
边坡表面加固
安全系数
strength reducing finite element method
slope surface reinforcement
safety coefficient
