摘要
以陕北某黄土填方高边坡为例,对此类型的黄土边坡的稳定性问题进行分析研究。采用传统的边坡稳定性分析方法:裂隙圆弧法以及改进裂隙法分别对案例边坡进行分析,最后对各种方法所得的结果进行了总结。
With a loess fill high slope in northern Shanxi as example, the type loess slope stability problems were studied analytically. The case slope was analyzed with traditional slope stability analytic method, crack circle method and modified crack method individually. At last, the results with every method were generalized.
出处
《山西建筑》
2009年第17期102-103,共2页
Shanxi Architecture
关键词
黄土
高边坡
稳定性
loess, high slope, stability
