摘要
论述了边坡锚固优化设计的概念、原理及方法,并运用该理论对朱矿东山头滑体的加固设计进行了实例分析。
The formation mechanism and optimal control design of East Hill landslide at Zhujiabaobao iron mine is discussed. The technological sequence is as following:field investigation,test of rock mechanics,analysis of deformation mechanism,check analysis by limiting equilibrum method,evaluation of slope stability and dynamic design. On the basis of the above results,the optimal control plan is determined. The engineering structure of bolting is designed using the computer programming method.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2002年第9期1375-1377,共3页
Chinese Journal of Rock Mechanics and Engineering
关键词
矿山
边坡
滑体
锚固
优化
mine,slope,slipping mass bolting,optimization technology
