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安太堡露天矿复杂地质边坡滑坡灾害防治对策与实践

丁鑫品 陈杰 韩进 姚宝志 王泽军 解烽瑞

露天采矿技术2026,Vol.41Issue(2):73-78,6.
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露天采矿技术2026,Vol.41Issue(2):73-78,6.DOI:10.13235/j.cnki.ltcm.20250206

安太堡露天矿复杂地质边坡滑坡灾害防治对策与实践

Countermeasures and practices for prevention and control of landslide disasters on complex geological slopes of Antaibao Open-pit Mine

丁鑫品 1陈杰 1韩进 2姚宝志 3王泽军 2解烽瑞3

作者信息

  • 1. 中煤科工生态环境科技有限公司,北京 100000||天地科技股份有限公司,北京 100013
  • 2. 中煤平朔集团有限公司,山西 朔州 0360061
  • 3. 中煤科工生态环境科技有限公司,北京 100000
  • 折叠

摘要

Abstract

In order to quickly solve the problem of slope deformation and stability of the end slope in open-pit mine under the coupling influence of unfavorable geological factors such as bedding weak layer,fold and groundwater,taking the complex geological slope in the northern region of the eastern slope of Antaibao Open-pit Mine as an example,the article constructes a typical engineering geological model of slope in deformation area based on the analysis of slope stability influencing factors and crack formation causes,studies the deformation and instability law of slope and its prevention and control countermeasures by combining numerical analysis and limit equilibrium analysis.The results show that the special geological and mining conditions are unfavorable to the slope stability in the northern region of the eastern slope.The macroscopic failure mode of the slope is the seated push-slip failure,and the micro-geomechanical mode is slip(creep)-tensile failure.We present landslide disaster comprehensive prevention and control method of combining with"cut slope and fill back+deformation monitoring+surface drainage+patrol inspection"at the end slope of open-pit mine.

关键词

顺层边坡/边坡稳定性/失稳模式/滑坡灾害/防治对策

Key words

layered slope/slope stability/failure mode/landslide hazard/countermeasure

分类

矿业与冶金

引用本文复制引用

丁鑫品,陈杰,韩进,姚宝志,王泽军,解烽瑞..安太堡露天矿复杂地质边坡滑坡灾害防治对策与实践[J].露天采矿技术,2026,41(2):73-78,6.

基金项目

国家自然科学基金面上资助项目(52574183) (52574183)

露天采矿技术

1671-9816

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