摘要
将岩石边坡上楔形块体的几何条件归纳成逻辑函数式。在分析其稳定性的过程中 ,人为地将它分割成若干铅直条块 ,通过计算每一条块的不稳定量 ,确定滑体中稳定性最差的部位 ,进而分析整个滑体的稳定性。
The geometrical conditions of rectangular blocks of rock slope are summed up aslogical functional formulas.In analysis of slope stability,the blocks are divided artificially into several straight strips.Through calculation of unstable extent of each strip, the most unstable point of each sliding body is found, thus the whole stability of sliding body is analyzed.
出处
《矿业工程》
CAS
2004年第6期11-14,共4页
Mining Engineering
关键词
滑体
岩石边坡
分割
块体
稳定性
计算
定量
rock slope
rectangular sliding body
logical functional formula
method of strip dividing
