摘要
本文在总结分析了５个水电工程，１６个岩石边（滑）坡、６９个钻孔倾斜仪测得的深部位移曲线的基础上，提出了根据各种位移曲线对岩石边（滑）坡的稳定性进行判识的方法。
his paper summarizes and analyses the deep displacement curves of 5 hydroelectric projectsand 16 rock slops including sliding slopes,measured by using 69 borehole inclinometers and,on the basis of these results,puts forward the way for distinguishing the stability of rock slops.
出处
《长江科学院院报》
CSCD
北大核心
1995年第3期44-52,共9页
Journal of Changjiang River Scientific Research Institute
关键词
水电工程
边坡
滑坡
稳定性
位移
判识
rock slope
sliding slope
displacement
stability
judgement
