对预制平行双连接红色砂岩的单轴压缩和断裂损伤模式的研究
Xiaojuan Xie1, Zhanxin Liu1, Kun Ding1
1Shaanxi Railway Institute, Shaanxi Weinan, China.
PloS one
|June 17, 2024
概括
这项研究引入了一种新方法,用于计算破碎岩石质中的平行双关节的应力强度因子. 研究结果揭示了连接和俯冲角度如何影响岩石强度和失效时间,这对于地下工程稳定性至关重要.
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
- 断裂力学 断裂力学 断裂力学
背景情况:
- 在平行双关节中的断裂演变对于断裂岩石质量的稳定性至关重要.
- 了解压力强度因素是分析关节岩石行为的关键.
研究的目的:
- 提出一种用于计算平行双关节骨折的应力强度因子的新方法.
- 在不同的几何参数下,研究红色砂岩与平行双连接的宏观机械性能和故障特征.
主要方法:
- 在红色砂岩样本上进行了物理单轴压缩测试,并以混凝土砂填充的平行双连接.
- 连接率和俯冲角度等几何参数被系统地改变.
- 分析了宏观机械性能和故障特征.
主要成果:
- 更高的连接率与减少的峰值压力和应变相关.
- 连接率的增加改变了岩石桥中心的横向应变率.
- 更的关节俯冲角度导致更低的峰值应力和更短的故障持续时间.
- 关节尖端侵蚀损伤模式影响了岩石桥中心的移位.
- 关节尖端与负载的靠近增加了端面穿透裂的可能性.
结论:
- 几何参数显著影响平行双连接岩层的机械行为和故障模式.
- 拟议的应力强度因子计算方法和实验发现为地下工程稳定性评估提供了基本支持.
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