通过应用预应力螺栓系统,对周围岩石质量的性能改进进行定量分析
Xuxu Yang1, Hongyun Xue1, Junwei Guo2
1Shandong Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Shandong University of Science and Technology, Qingdao, 266590, China.
Scientific reports
|February 28, 2025
概括
优化预应力螺栓参数是道支的关键. 增加螺栓密度可以提高稳定性,但在某一点以后的收益是有限的,这会影响岩石质量承载能力.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 道和地下建筑工程
背景情况:
- 在地下工程中,预应力螺栓对于稳定岩石质量至关重要.
- 盲目增加螺栓密度在道支性能上提供了有限的改善.
- 预应力螺栓的精确参数设计对于提高岩石质量承载能力至关重要.
研究的目的:
- 为了研究预应力螺栓密度对固定岩石块机械行为的影响.
- 开发和验证一种创新的方法,用于在数值模型中模拟预应力螺栓.
- 为优化道中预应力螺栓支系统提供指导.
主要方法:
- 大规模的物理模型测试在带有不持久连接的固定岩石块上.
- 开发一个独立的PFC3D代码来模拟预应力螺栓.
- 数字模型压缩试验具有不同的预应力螺栓密度,与物理模型进行验证.
主要成果:
- 预应力螺栓不会改变岩石块的基本故障模式.
- 螺栓密度的增加将承载机制从岩石块转移到螺栓上.
- 性能改进是有限的;双倍的螺栓密度和预应力只能提高10%的强度.
- 较高的螺栓密度提高了岩石块的变形稳定性,epsilon3/epsilon1比率始终低于1.0.
结论:
- 该研究强调了优化预应力螺栓设计对纯密度的重要性.
- 这些发现为设计围绕岩石支系统的道提供了重要的实际指导.
- 开发的模拟方法为未来的地质技术研究提供了有价值的工具.
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