摘要
探讨了含多层软弱结构面的高边坡变形原因,并采用北京理正和PCSTABL4对边坡的稳定性进行了分析计算,结合计算结果提出了最危险结构面的加固处理措施,实践证明:加固后的边坡安全性符合要求,值得推广。
The paper explores the reasons for the high slope deformation of the muhilayer weak structure, undertakes the analysis and calculation of the slope stability by adopting Beijing Lizheng software and PCSTABIA, points out the consolidation treatment measures for the most dangerous structural surface by combining with the calculation results, and proves by the practice that the safety of the consolidated slope adheres to the de- mands, so it can be extended further.
出处
《山西建筑》
2013年第31期70-71,共2页
Shanxi Architecture
关键词
软弱结构面
稳定性
计算模型
weak structural surface, stability, calculation model
