摘要
本文以西藏某铜矿区露天矿山岩质边坡为例,基于矿山边坡现场调查及其工程地质特征,开展了矿山边坡工程地质分区研究,并采用赤平投影法和萨尔玛法相结合,定性分析和定量计算边坡稳定性。研究结果表明:边坡稳定性评价结果与当前边坡现状相一致,矿区边坡总体上稳定性较差,局部区域边坡稳定性差。通过定性和定量两种稳定性评价方法相互印证,对下一阶段边坡灾害防治设计、施工等提供了重要依据,对类似边坡工程有很好的参考和借鉴作用。
In this paper,taking the rock slope of an open‑pit mine in Xizang as an example,based on the site investigation and engineering geological characteristics of mine slope,the engineering geological zoning of mine slope is studied,and the slope stability is qualitatively analyzed and quantitatively calculated by combining the stereographic projection method and Sarma method.The research results show that the slope stability evaluation results were consistent with the current slope status.The slope stability of mining area was not good in general,and the slope in local area has poor stability.Both qualitative and quantitative stability evaluation methods confirm each other,which provides an important basis for slope disaster control design and construction in the next stage,and this has a good reference for similar slope projects.
作者
袁进科
胡孝洪
裴钻
李梦宇
阳晖
YUAN Jinke;HU Xiaohong;PEI Zuan;LI Mengyu;YANG Hui(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu Sichuan 610059,China;The Second Geological Brigade of Xizang Autonomous Region Geological and Mineral Exploration and Development Bureau,Lhasa Xizang 850007,China)
出处
《钻探工程》
2024年第4期93-100,共8页
Drilling Engineering
基金
成都理工大学珠峰科学研究计划(编号:80000-2023ZF11411)。
关键词
露天矿山边坡
岩质边坡
稳定性评价
赤平投影
萨尔玛法
open‑pit slope
rock slope
stability evaluation
stereographic projection
Sarma method
作者简介
第一作者:袁进科,男,汉族,1982年生,副教授,博士,长期从事地质钻探及边坡灾害方面的研究工作,四川省成都市成华区二仙桥东三路1号,yuanjingke@163.com。
