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乌努格吐山铜钼矿含空区边坡稳定性分析及评价

宋幸福

露天采矿技术2025,Vol.40Issue(1):52-56,5.
露天采矿技术2025,Vol.40Issue(1):52-56,5.DOI:10.13235/j.cnki.ltcm.20240124

乌努格吐山铜钼矿含空区边坡稳定性分析及评价

Analysis and evaluation of slope stability in goaf of Wunugetushan copper molybdenum mine

宋幸福1

作者信息

  • 1. 中铁十九局集团矿业投资有限公司,北京 100161
  • 折叠

摘要

Abstract

The unreasonable traditional copper mining methods can lead to many unclear goaf in copper mines.During the copper mining process,the goaf is affected by factors such as mining and time,which can easily cause damage to the surrounding rock of the goaf,reduce slope stability,and be detrimental to the safe operation of copper mining.Taking Wunugetushan copper molybdenum mine as an example,the stability of the slope in the goaf was analyzed through 3DEC software simulation,in order to grasp the specific situation of the goaf slope and provide support for safe mining in the goaf.The results show that for slopes that are not affected by goaf,the stability coefficients of single goaf and double goaf slopes are respectively 1.10 and 1.128.For slopes affected by goaf,the stability coefficients of single goaf and double goaf slopes are respectively 1.079 and 1.092.The stability coefficient of the copper mine slope is relatively high,which meets the requirements of relevant regulations and can ensure the smooth operation of the copper mine production activities.

关键词

铜矿/含空区/边坡稳定性/稳定性系数/3DEC

Key words

copper ore/empty area/slope stability/stability coefficient/3DEC

分类

矿业与冶金

引用本文复制引用

宋幸福..乌努格吐山铜钼矿含空区边坡稳定性分析及评价[J].露天采矿技术,2025,40(1):52-56,5.

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