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抚顺西露天矿南帮边坡变形机制与稳定性分析

韩晓极 李惠发 郭霁 高伟程

煤矿安全2017,Vol.48Issue(7):242-245,4.
煤矿安全2017,Vol.48Issue(7):242-245,4.DOI:10.13347/j.cnki.mkaq.2017.07.065

抚顺西露天矿南帮边坡变形机制与稳定性分析

South Slope Deformation Mechanism and Stability Analysis in Fushun West Open-pit Mine

韩晓极 1李惠发 2郭霁 1高伟程1

作者信息

  • 1. 煤科集团沈阳研究院有限公司,辽宁抚顺113122
  • 2. 抚顺矿业集团有限责任公司西露天矿,辽宁抚顺113001
  • 折叠

摘要

Abstract

Based on the geological environment of deformation and instability in south slope of Fushun West Open-pit Mine,we analyze the deformation characteristics,influencing factors and stability of defomation body.The results show that the deformation body is bedding rock slope landslide formed by mining,which is affected by slope structure,deep pit structure,rainfall,weak zone and the bottom excavation and belongs to extremely big and dangerous rock body.Through numerical calculation and comprehensive monitoring results,we think that the stability of asymptotically stable deformation body is decreased in the rainfall condition and has a higher possibility of disaster,which needs to carry out monitoring work.We present technical measures for slope stability control.

关键词

露天矿/变形体/边坡稳定性/弱层/变形机制

Key words

open-pit mine/deformation body/slope stability/weak layer/deformation mechanism

分类

矿业与冶金

引用本文复制引用

韩晓极,李惠发,郭霁,高伟程..抚顺西露天矿南帮边坡变形机制与稳定性分析[J].煤矿安全,2017,48(7):242-245,4.

煤矿安全

OA北大核心CSTPCD

1003-496X

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