摘要
随着国内矿产资源大量开采和利用,在堆积尾矿废弃物时,尾矿库坝体的容积和高度在不断增加,对尾矿坝的稳定性有着很高的要求。因此,通过对矿区土样进行渗透试验,测定了不同干密度下的渗透系数,并探讨渗透试验在各种影响因素下对土体的渗透性的影响,以此判断其对坝体的稳定性。
With the abundance exploitation and utilization of domestic mineral resources when stacked tailings waste, the tailings dam in volume and height increasing,it has high requirements to the stability of the tailing dam. Therefore through the permeability test of mining area soil sample, the permeability coefficient under different dry density of soil samples are determined and penetration test are discussed in the influence of various factors on the permeability of the soil, to judge the stability of the dam.
作者
刘婷
马录录
LIU Ting;MA Lu-lu(The Fourth Geological Survey of Jilin Province,Tonghua 134000,Jilin,China)
出处
《吉林地质》
2019年第1期85-88,共4页
Jilin Geology
关键词
尾矿坝
稳定性
渗透系数
颗粒分析
tailings dam
the permeability coefficient
stability
particle size analysis