|本期目录/Table of Contents|

[1]杨光辉,张东亮,陈睿,等.控制性断层影响下露天矿边坡稳定性研究*[J].中国安全生产科学技术,2026,22(3):46-53.[doi:10.11731/j.issn.1673-193x.2026.03.006]
 YANG Guanghui,ZHANG Dongliang,CHEN Rui,et al.Study on the stability of open-pit mine slopes under the influence of controlling faults[J].Journal of Safety Science and Technology,2026,22(3):46-53.[doi:10.11731/j.issn.1673-193x.2026.03.006]
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控制性断层影响下露天矿边坡稳定性研究*

《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
22
期数:
2026年3期
页码:
46-53
栏目:
安全工程技术
出版日期:
2026-03-30

文章信息/Info

Title:
Study on the stability of open-pit mine slopes under the influence of controlling faults
文章编号:
1673-193X(2026)-03-0046-08
作者:
杨光辉张东亮陈睿吕凯杨志冉周喻
(1.包钢勘察测绘研究院,内蒙古 包头 014010;
2.北京科技大学 金属矿山高效开采与安全教育部重点实验室,北京 100083)
Author(s):
YANG Guanghui ZHANG Dongliang CHEN Rui LYU Kai YANG Zhiran Zhou Yu
(1.Baotou Steel Surveying and Mapping Research Institute,Baotou Inner Mongolia 014010,China;
2.Key Laboratory of Ministry of Education for Efficient Mining and Safety of Metal Mines,University of Science and Technology Beijing,Beijing 100083,China)
关键词:
露天矿数值模拟稳定性分析控制性断层
Keywords:
open-pit mine numerical simulation stability analysis controlled faults
分类号:
X936
DOI:
10.11731/j.issn.1673-193x.2026.03.006
文献标志码:
A
摘要:
为了探究控制性断层对露天边坡稳定性的影响,以我国某大型露天铁矿采场东北帮边坡为背景,通过工程勘察获取地质构造与岩性数据,采用赤平投影法分析边坡潜在破坏模式,开展边坡二维稳定性计算与三维数值模拟,系统探究控制性断层影响下边坡稳定性及危险区域。研究结果表明:边坡整体破坏模式以折线型破坏和圆弧型破坏为主;清除区域滑体后,1 404 m平台上部边坡处于稳定状态,但在F107、F17断层影响下Ⅱ区下部边坡处于欠稳定状态,存在大规模滑坡风险。研究结果可为后续边坡治理及安全高效开采提供参考。
Abstract:
In order to explore the influence of controlling faults on the stability of open-pit slopes,this paper takes the northeast slope of a large open-pit iron mine in China as the background.The geological structure and lithology data are obtained through engineering investigation,and the potential failure mode of the slope is analyzed by stereographic projection method.The two-dimensional stability calculation and three-dimensional numerical simulation of the slope are carried out,and the slope stability and dangerous area under the influence of controlling faults are systematically explored.The results show that the overall failure mode of the slope is mainly broken line failure and circular arc failure.After clearing the regional sliding body,the upper slope of the 1 404 m platform is in a stable state,but the lower slope of zone Ⅱ is in an unstable state under the influence of faults F107 and F17,and there is a risk of large-scale landslide.The research results can provide reference for subsequent slope treatment and safe and efficient mining.

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备注/Memo

备注/Memo:
收稿日期: 2025-11-25
* 基金项目: 国家自然科学基金项目(52174106)
作者简介: 杨光辉,硕士,工程师,主要研究方向为矿山地质灾害研究及治理。
通信作者: 张东亮,硕士,正高级工程师,主要研究方向为岩土工程设计与施工。
更新日期/Last Update: 2026-03-31