摘要
本文采用静力学平衡原理及概率分析原理 ,对武山铜矿分段充填采矿法水砂充填体斜壁稳定性进行了系统分析研究 ,提出了切实可行的加固措施及合理的充填方案 。
According to the ultimate balance theory of statics and analysis of probability and statistics extensively used in slope engineering, this paper studies the stability of hydraulic filling slope of sublevel filling method at Wushan Copper Mine. Hence some suitable enforcing approaches and filling design are provided. These applications bring about good effects at the mine.
出处
《有色金属》
CSCD
2000年第4期18-22,共5页
Nonferrous Metals
关键词
分段
充填法
稳定性
sublevel
filling method
stability
