渭北石灰岩露天采区高陡边坡破坏模式及形态优化研究

毛正君; 毕银丽; 李成; 陈建平; 孙魁; 张瑾鸽; 连海波; 刘伟

doi:10.19751/j.cnki.61-1149/p.2021.04.017

渭北石灰岩露天采区高陡边坡破坏模式及形态优化研究

毛正君^1,2,3,
毕银丽^2, ,,
李成¹,
陈建平¹,
孙魁¹,
张瑾鸽²,
连海波⁴,
刘伟⁴

1. 陕西省地质环境监测总站, 矿山地质灾害成灾机理与防控重点实验室, 陕西西安 710054;
2. 西安科技大学地质与环境学院, 西安科技大学煤炭绿色开采地质研究院, 陕西西安 710054;
3. 陕西省煤炭绿色开发地质保障重点实验室, 陕西西安 710054;
4. 陕西地建矿业开发环境治理有限责任公司, 陕西西安 710075

基金项目:

陕西省重点研发计划“基于多源异构监测数据集成融合的高速公路滑坡防灾减灾预警关键技术研究”（2020SF-379），陕西省教育厅服务地方科学研究计划项目“高速公路沿线滑坡灾害监测预警系统的研究”（19JC027），矿山地质灾害成灾机理与防控重点实验室开放课题“渭北石灰岩露天采区高陡边坡恢复治理模式研究”（KF2020-01），陕西省地质调查院公益性地质调查项目“渭北典型石灰岩矿矿山地质环境专项调查项目”（20180205），

详细信息

作者简介:
毛正君(1983-),男,宁夏固原人,博士(后),副教授。E-mail:zhengjun_mao@163.com。

通讯作者:
毕银丽(1971-),女,陕西米脂人,教授,长江学者特聘教授。E-mail:ylbi88@126.com。

中图分类号: P642
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出版历程
- 收稿日期: 2021-02-14
- 修回日期: 2021-06-17
- 网络出版日期: 2022-07-28
- 发布日期: 2021-12-04

Study on Failure Mode and Shape Optimization of High and Steep Slope of Open-Pit Limestone Mining Area in Weibei

1. Key Laboratory of Mine Geological Hazard Mechanism and Control, Shaanxi Institute of Geo-Environment Monitoring, Xi'an 710054, Shaanxi, China;
2. College of Geology and Environment, Xi'an University of Science and Technology, Geological Research Institute for Coal Green Mining, Xi'an University of Science and Technology, Xi'an 710054, Shaanxi, China;
3. Shaanxi Provincial Key Laboratory of Geological Support for Coal Green Exploitation, Xi'an 710054, Shaanxi, China;
4. Shaanxi Dijian Mining Industry Development and Environmental Management Co. Ltd., Xi'an 710075, Shaanxi, China

摘要

摘要: 为了研究渭北石灰岩露天采区高陡边坡破坏模式及形态优化，以渭北宝鸡、咸阳地区作为研究区，通过遥感影像、无人机航拍技术与现场调研相结合，总结了石灰岩高陡边坡特征，分析了其边坡破坏模式和稳定性影响因素，并选取坡度、岩层倾角、台阶数、台阶宽度4个因素进行了正交试验，利用FLAC^3D数值模拟软件计算，最终提出了边坡形态优化方案。结果表明：渭北宝鸡、咸阳地区石灰岩高陡边坡变形破坏模式为顺层滑移破坏、楔形体破坏和倾倒破坏；稳定性影响因素为岩性特征、岩体结构和边坡形态；正交试验以尽可能少的试验次数，选出了各因素的最优水平组合；最终提出了坡高为80 m的边坡形态优化参数为坡度65°，台阶数10级，台阶宽度4m，本研究可为高陡岩质边坡破坏模式、边坡形态优化及边坡生态修复研究提供参考。
- 石灰岩露天采区 /
- 高陡边坡 /
- 现场调研 /
- 数值试验 /
- 正交试验 /
- 边坡破坏模式 /
- 边坡形态优化
Abstract: In order to study the failure mode and shape optimization of high and steep slope in Weibei open-pit limestone mining area, this paper takes Baoji and Xianyang areas of Weibei as the research areas. Through the collaborative work of remote sensing image, UAV aerial photography technology and field investigation, the characteristics of high and steep limestone slope are summarized, and the failure mode and stability influencing factors of the slope are analyzed. The optimization scheme of slope shape is put forward by using FLAC^3D numerical simulation software through the orthogonal test. The results show that the failure modes of high and steep limestone slopes in Baoji and Xianyang areas are bedding sliding failure, wedge failure and toppling failure; the influencing factors of stability are lithology, rock mass structure and slope shape; the optimal combination of each factor was selected using as few orthogonal test as possible. Finally, the optimization parameter of the 80 meters high slope shape is slope 65°; the step number is 10 and the step width is 4m. This study provides references for the study of failure mode, slope shape optimization and ecological restoration of high and steep slope.
- open-pit limestone mining area /
- high and steep slope /
- field investigation /
- numerical experimentation /
- orthogonal test /
- slope failure mode /
- slope shape optimization

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