基于物理模型实验和多尺度监测技术,研究了花岩道故障的平行关节密度值
Huai-Sheng Xu1,2, Shao-Jun Li1, Ding-Ping Xu3
1State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, Hubei, China.
Scientific reports
|August 6, 2025
概括
硬岩道中的平行连接数量严重影响故障模式. 单个关节增强了强度和稳定性,而多个关节导致关节控制失效.
科学领域:
- 地质技术工程 地质技术工程
- 岩石力学 岩石力学 岩石力学
背景情况:
- 关节密度显著影响硬岩洞的故障模式.
- 关节密度对故障影响的潜在机制尚不清楚.
研究的目的:
- 系统地研究平行关节密度对硬岩道故障行为的影响.
- 确定联合量在机械性能和故障机制中的关键作用.
主要方法:
- 整合物理模型测试,声辐射 (AE) 监测,数字图像相关性 (DIC) 和离散元素方法 (DEM) 模拟.
- 对具有不同平行关节密度的样本进行系统分析.
主要成果:
- 观察到联合数量的值效应,一个单一的联合作为关键控制点.
- 单关节标本显示高峰强度 (45%) 和弹性模量 (33%) 与稳定的AE信号和复合故障模式.
- 多个并行关节 (≥2) 导致机械参数变化减少,AE信号不稳定,主要是关节控制的宏块故障.
结论:
- 关节密度显著影响岩石道的稳定性和故障模式.
- 与多个并行关节相比,单个关节提供了更大的机械强度和稳定性.
- 这些发现为结合性岩石群体的稳定性评估和支设计提供了理论指导.
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