某岩质矿山边坡的稳定性评价及加固治理研究
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中冀建勘集团有限公司, 河北 石家庄 050227

作者简介:

王小鹏(1980-),河北沙河人,本科,工程师,主要研究方向为岩土工程勘察设计。

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TD213.1+58

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国家自然科学基金项目(71573274)


Study on Slope Stability and Reinforcement Measure of a Rock Mine
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    摘要:

    为研究岩质矿山边坡开挖稳定性和加固措施治理,本文以河北某大型石灰岩矿山建设工程为基础,利用FLAC模拟软件,对该矿山的开采坡面加以建模计算,以期为实际矿山工程提供一定的现实价值和指导作用。研究结果表明:边坡在自然工况下,随台阶的开挖,矿山边坡的岩体开始出现越来越明显的位移现象,对矿山的建设施工带来越来越大安全隐患;由于弱夹层稳定性较差,直接影响到矿山边坡的坚固和稳定性,比较容易出现弯曲型滑移性山体滑坡,导致岩体产生溃屈性的破坏。为了加强坡体防护安全,采用抗滑桩进行支护取得较好的效果,对矿山边坡出现的塑型区有较好的控制作用,可以有效减少边坡山体不断增加的位移量及剪应量,使岩体安全性得到有效提升,也使边坡岩体的稳定性进一步得到增强。

    Abstract:

    This paper is based on a large limestone mine construction project in Hebei Province. In order to study the excavation stability and reinforcement measure of the mine slope, FLAC (a 3D digital simulation software) is used for modeling and calculation of the mining slope, with the expectation to provide some practical value and guidance for actual mining projects. The study results show that under normal working conditions, as the excavation of benches, more and more obvious displacement occurs to the slope rockmass, which brings more and more safety risks to the mine construction. The poor stability of soft rock strata directly influences the firmness and stability of the mine slope and makes it easy to occur curved landslides, further leading to the buckling failure of rockmass. To strengthen the slope protection and safety, anti-slide piles are used for reinforcement. This measure has played a good effect in controlling the plastic zone of the slope and reducing the increasing displacement and shear stress of the slope. Meanwhile, the safety of rockmass has been improved and the stability of rockmass has been further enhanced.

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王小鹏.某岩质矿山边坡的稳定性评价及加固治理研究[J].中国矿山工程,2021,50(5):7-12.

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  • 在线发布日期: 2025-12-24
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