露天采矿技术2024，Vol.39Issue(2)：51-55,5.DOI:10.13235/j.cnki.ltcm.2024.02.012
露天煤矿含断层顺倾边坡渗流与稳定性分析
Analysis of seepage and stability of down dip slopes in open-pit coal mines containing faults
杜昌华 1宋景辉 1李蕊 2田涯2
作者信息
- 1. 昆明煤炭设计研究院有限公司,云南 昆明 650011
- 2. 中国矿业大学 矿业工程学院,江苏 徐州 221116
- 折叠
摘要
Abstract
This article adopts the limit equilibrium method combined with numerical simulation.Taking a fault-bearing down-slope of an open pit mine in southwest China as a background,the article simulates and analyzes the changes of pore water pressure and seepage field of slope under seepage conditions,and explores the changes of slope stability.The study shows that the infiltration of rainfall changes the pore water pressure of the slope,weakens the physical and mechanical properties of the geotechnical body and changes the distribution of the seepage field,leading to a decrease in slope stability.The fault accelerates the infiltration rate of rainwater and thus affects the location of the landslide.关键词
边坡稳定性/降雨入渗/极限平衡法/孔隙水压力/断层Key words
slope stability/rainfall infiltration/limit equilibrium method/pore water pressure/fault分类
矿业与冶金引用本文复制引用
杜昌华,宋景辉,李蕊,田涯..露天煤矿含断层顺倾边坡渗流与稳定性分析[J].露天采矿技术,2024,39(2):51-55,5.
