###
DOI:
有色金属(矿山部分):2025,77(1):38-44
←前一篇   |   后一篇→
本文二维码信息
码上扫一扫!
复杂断层构造高陡边坡稳定性计算分析
刘惠洋1,张东亮2,李 光3,金长宇1, 吕 凯2,杨光辉2
((1.东北大学 深部金属矿山安全开采教育部重点实验室, 沈阳 110819;2.包钢勘察测绘研究院,内蒙古 包头 014010;3.鞍钢基石矿业有限公司,辽宁 鞍山 114047))
Stability calculation and analysis of high and steep slope with complex fault structure
LIU Huiyang1, ZHANG Dongliang2, LI Guang3, JIN Changyu1, LYU Kai2, YANG Guanghui2
((1. Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, Shenyang 110819, China;2. Exploration Surveying Institute of Baogang Group, Baotou Inner Mongolia 014010, China; 3. Ansteel Cornerstone Mining Corporation, Limited, Anshan Liaoning 114047, China))
摘要
图/表
参考文献
相似文献
本文已被:浏览 435次   下载 664
投稿时间:2024-05-06    修订日期:2024-08-12
中文摘要: 复杂断层构造是威胁矿山安全的重要危险源之一,对露天矿边坡进行稳定性分析、安全评价和治理研究已成为国内外矿山研究领域的重要课题。本文选取了白云鄂博铁矿主采场南帮作为研究背景,针对该地区高陡边坡存在的复杂断层、局部失稳和滑坡等地质问题展开了深入调查和研究。研究采用了数值分析和短基线子集干涉测量(SBAS-InSAR)技术,能较为准确预测可能发生滑移的区域,提供精确的边坡稳定性评估。通过三维数值分析搜索潜在危险靶区,并用二维精细剖面计算进一步分析。在此基础上,应用SBAS-InSAR技术对地表形变进行时序监测,通过分析雷达影像的相位信息,精确测量地表微小变形,进一步验证了数值分析的可靠性和有效性。本文综合两种技术手段,全面评估了白云鄂博铁矿主采场南帮地区的边坡稳定性,有效预防和减轻地质灾害带来的损失,并为类似复杂断层构造的高陡露天矿边坡稳定性分析提供了一定参考。
Abstract:Complex fault structures pose significant hazards to mining safety, underscoring the importance of stability analysis, safety assessment, and management of open-pit slopes in both domestic and international mining research. This study focuses on the southern slope of the primary mining area at Baiyun Obo Iron Mine, conducting thorough investigations and research into geological challenges such as dense reverse complex faults, localized instability, and landslides on steep slopes in the region. The study utilizes numerical simulation analysis and Short Baseline Subset Interferometry (SBAS-InSAR) technology, which accurately predicts areas prone to sliding and provides precise evaluations of slope stability. A three-dimensional numerical model identifies potential hazard zones and further analyzes them using detailed two-dimensional profiles. Additionally, SBAS-InSAR technology is employed for temporal monitoring of surface deformation, accurately measuring minor changes through radar image phase analysis, thereby validating the reliability and effectiveness of numerical analyses. By integrating these two methodologies, this paper comprehensively assesses the slope stability of the southern slope in the main mining area of Baiyun Obo Iron Mine, effectively mitigating and preventing losses from geological disasters. It also serves as a valuable reference for stability analyses of high steep open-pit mine slopes with similar complex fault structures.
文章编号:     中图分类号:    文献标志码:
基金项目:中央高校基本科研业务费专项基金项目(N2101041)
引用文本:
刘惠洋,张东亮,李 光,金长宇,吕 凯,杨光辉.复杂断层构造高陡边坡稳定性计算分析[J].有色金属(矿山部分),2025,77(1):38-44.
LIU Huiyang,ZHANG Dongliang,LI Guang,JIN Changyu,LYU Kai,YANG Guanghui.Stability calculation and analysis of high and steep slope with complex fault structure[J].NONFERROUS METALS(Mining Section),2025,77(1):38-44.

我们一直在努力打
造,精品期刊,传
播学术成果

全国咨询服务热线
86-10-63299757

杂志信息

期刊简介

相关下载

联系我们

电话:010-63299757

传真:010-63299754

QQ:XXXXXXX

Email:ysjsks@sina.com;ysjsks@163.com

邮编:100160

地址:北京市南四环西路188号总部基地十八区23号楼

关注微信公众号