摘要
文章根据白龙核电站厂区道路2#边坡的工程实际情况、坡体结构和岩体结构,采用工程地质类比法、赤平投影图解分析法、强度折减法及极限平衡法对边坡稳定性进行了定性与定量分析,揭示了边坡合理的综合开挖坡角,并提出了相应的边坡排水和防护措施。
According to the construction condition and rock and slope structure of Bailong nuclear power station side slope No.2,the article performs quantitative and qualitive analysis on slope stability by using construction geological comparison, stereographic projection graphic analysis method,strength reduction method and finite balance method.It reveals the way to excavate the slope angel,and also proposes the corresponding slope drainage and protection method.
出处
《西部交通科技》
2011年第5期22-26,共5页
Western China Communications Science & Technology
关键词
道路
边坡稳定性
综合评价
Road
Side slope stability
Comprehensive evaluation
