关于软岩路道的不稳定机制和减压螺栓接支持技术的研究
Tuo Yang1, Jianzhuang Liu2, Jianqiao Luo3
1School of Energy and Mining Engineering, China University of Mining and Technology(Beijing), Beijing, 100083, China. 18303013219@163.com.
Scientific reports
|November 24, 2023
概括
这项研究解决了采矿区软岩石不稳定性的膨胀问题. 使用螺栓,减压和接的联合支系统有效控制变形并增强道路稳定性.
科学领域:
- 地质技术工程 地质技术工程
- 采矿工程 采矿工程 采矿工程
- 材料科学 材料科学 材料科学
背景情况:
- 在Kailuan采矿区,软岩路的膨胀面临着严重的变形和不稳定.
- 粘土矿物质含量 (53-75%) 和发达的微观结构间隙促进了水的透,导致岩石变软.
研究的目的:
- 为了研究膨胀软岩的矿物成分和微观结构.
- 为了确定这种岩石类型的软化,膨胀规律和故障机制.
- 为道路稳定性提出和优化一个综合支持方案.
主要方法:
- 扫描电子显微镜 (SEM) 和X射线衍射 (XRD) 用于矿物分析.
- 单轴和三轴压缩试验,以确定岩石的机械性能.
- 用FLAC3D进行数值模拟以优化支参数.
主要成果:
- 开发的微观结构为水的透提供了道,导致岩石变软.
- 拟议的三层,减压和接支控制了屋顶沉降 (<170毫米) 和底部升降 (<210毫米).
- 减压槽减少了关键区域的应力度和位移.
结论:
- 结合的支技术显著提高了软岩道路的稳定性.
- 优化接时间和填补裂可以减轻水引起的软化.
- 该研究为控制在膨胀软岩环境中的变形提供了指导.
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