摘要
针对影响新桥硫铁矿下盘边坡岩体稳定性的关键因素地下水进行研究分析 ,建立了相应的地下水三维数学模型 ,计算结果符合边坡实际 ,为矿山边坡疏干排水工程的布置提供了科学依据。
Study was made on the underground water which was a key factor influencing the rock mass stability of footwall slope at Xingqiao Mine and a correspondent 3-dimensional mathematical model for the underground water was established.Its calculation results corresponded to the slope reality so as to provide a scientific basis for the layout of the drainage project of mine slope.
出处
《金属矿山》
CAS
北大核心
2001年第9期12-14,共3页
Metal Mine
关键词
地下水
三维模型分析
边坡
排水
疏干
地表水
Underground water,Analysis of 3-dimentional mode,Footwall slope,Drainge
