摘要
在对广西田阳县某水泥厂路堑边坡工程地质条件和现场调查的基础上,采用圆弧滑动法和折线滑动法分析了路堑两侧边坡的稳定性,并进行了稳定性评价,评价结果可为防治方案提供依据。
Based on engineering geological conditions and field investigation of a cement plant slope stability of Tianyang county in Guangxi, using circular sliding method and broken line sliding method analyzed the stability of two sides slope,and made stability evaluation,the evalua-tion results could provide basis for the prevention and control program.
出处
《山西建筑》
2014年第26期82-83,共2页
Shanxi Architecture
关键词
边坡
稳定性评价
圆弧滑动法
折线滑动法
slope stability evaluation circular sliding method broken line sliding method
