在深地下道路中控制周围岩石的爬行变形的控制技术
Lijie Ge1,2, Dong Liu1,2,3, Jiaxing Tao1,2
1School of Economics and Management, Hebei Institute of Architectural Engineering, Zhangjiakou, Hebei, China.
PloS one
|November 6, 2025
概括
深的道路经历了显著的爬行变形. 使用混凝土填充钢管 (CFST) 的新型复合材料支系统有效控制了这种不稳定性,提高了道路的长期稳定性.
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
- 岩石机械学 岩石机械学
背景情况:
- 由于高压力和时间依赖的岩石行为,地下深处的道路面临着爬行变形.
- 传统的支持系统在这些充满挑战的环境中难以保持长期稳定.
研究的目的:
- 开发和评估深地下道路的有效爬行控制策略.
- 提出和测试一种新的复合材料支系统,以提高稳定性.
主要方法:
- 爬行变形控制机制的理论分析.
- 使用二维装置进行物理建模,观察岩石变形和应力.
- 使用损伤合爬行模型进行3D数值模拟,以评估支持的有效性.
主要成果:
- 复合材料支系统,包括混凝土填充钢管 (CFST) 支,显著减轻了爬行引起的不稳定性.
- 在不同的支条件下确定了关键的变形区域和爬行模式.
- 该系统有效地控制了屋顶沉降,侧墙收和塑料区域扩张.
结论:
- 基于CFST的复合材料支系统为深层软岩路道的长期稳定提供了可行的解决方案.
- 为设计和优化深度采矿环境中的支持系统提供理论和实践指导.
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