在偏差应力场的作用下,深度道路的梯度失效机制和控制技术
Hai Long Wang1,2, Dong Liu1, Ren Liang Shan1
1School of Mechanics and Civil Engineering, China University of Mining & Technology (Beijing), Beijing, 100083, China.
Heliyon
|July 1, 2024
概括
控制深度道路变形对于矿山安全至关重要. 一项新的研究显示,梯度应力分布导致道路故障,建议复合钢管 (CFST) 支持增强稳定性.
科学领域:
- 采矿工程 采矿工程 采矿工程
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
背景情况:
- 深路面面临着严重的爬行变形挑战.
- 挖掘和卸载改变了周围岩石的应力状态,创造了梯度应力分布.
- 原始的U形钢支由于承载能力不足而失败.
研究的目的:
- 研究深层道路的梯度失效机制.
- 分析应力场分布对道路变形的影响.
- 为深层道路提供一个有效的支持技术.
主要方法:
- 现场调查一条965米深的道路经历了爬行变形.
- 偏差应力场分布的理论分析.
- 数字模拟以验证梯度失效机制.
主要成果:
- 水平和垂直的主应力的比率决定了偏差应力场的分布.
- 道路上的梯度应力分布导致时间依赖的变形和故障.
- 最初的支持系统对于观察到的压力条件是不够的.
结论:
- 梯度应力分布是深度道路故障的一个关键因素.
- 开发了一种使用复合钢管 (CFST) 支的新型联合支技术.
- CFST支提供高承载能力,用于控制深度道路变形并确保矿山安全.
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