摘要
介绍了边坡工程地质条件,分析了边坡变形的特征及成因,阐述了边坡稳定性的计算方法,并对其计算结果作了分析,对边坡的变形、检测等得出一些结论。
The engineering geological conditions of side reservoir slope are introduced. Based upon analysis of causing reasons and characteristics - of the deformation of the slope practical method is introduced for stability calculation. Results analysis obtains some valuable conclusions,
出处
《山西建筑》
2006年第6期107-108,共2页
Shanxi Architecture
关键词
边坡岩体
边坡变形
滑坡稳定性
rock slope, side slope deformation, stability of slope
