通过数值模拟实验研究非共平面和不连续接头的机械性能和传播机制
Yuanming Liu1,2, Lankai Ya3, Wei Wang4
1College of Civil Engineering, Guizhou University, Guiyang, 550025, China. liuym_2021@163.com.
Scientific reports
|June 14, 2024
概括
这项研究揭示了拉力裂导致非共平面岩石质量的故障. 剪切强度随着正常应力而增加,关节角度显著影响故障模式和整体岩石质量的稳定性.
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
- 计算地质学的计算地质学
背景情况:
- 非共平面和不连续连接的岩石质量比它们的共平面对应物具有更大的复杂性.
- 了解它们的机械行为对于基础设施稳定性和地质评估至关重要.
研究的目的:
- 研究非共平面和不连续连接的岩石质量的机械性能和故障机制.
- 分析正常应力,关节倾斜角和剪切速率对岩石质量行为的影响.
主要方法:
- 直接切割试验与微观数值模拟相结合.
- 在不同的正常应力,关节倾斜角度和剪切速率下进行了模拟.
主要成果:
- 微尺度的故障主要是由拉力裂驱动的,裂的增长速度快,在峰值剪切应力和更高的正常应力下,裂数量增加.
- 剪切强度随着正常应力而增加,并与关节俯冲角度呈现"S"形非线性关系,最小和最大强度分别在约15°和65°.
- 联合俯冲角度显著改变了岩桥的故障模式,从"端到端"过渡到"头到头"和"尾到尾"连接的组合;剪切率的影响很小.
结论:
- 拉伸裂纹传播是这些复杂的岩石群体中占主导地位的故障机制.
- 正常的应力和关节倾斜是控制剪切强度和故障模式的关键因素,而剪切速率起到较小的作用.
- 关节尖端的应力度启动了深度拉伸裂纹的发展,突出了岩石质量工程中关节几何学的重要性.
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