在局部负荷下,具有非持久连接的岩石的故障特性
1School of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing, China.
PloS one
|September 28, 2023
概括
研究结合性岩石显示,较小的加载区域和接近45°的结合角度降低了岩石的强度. 装载面积显著影响能量输入和裂传播,更大的面积增加了裂的复杂性.
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
- 土木工程 土木工程是指土木工程.
背景情况:
- 联合岩石在土木工程项目中很常见.
- 连接岩石的不稳定性和故障对工程安全构成重大风险.
研究的目的:
- 为了数值地研究载荷面积和连接角度对非持久连接岩石的影响.
- 分析对强度划分点,能量演变和裂分布的影响.
主要方法:
- 关联岩石力学的数值研究.
- 分析不同装载面积和联合角度的变化.
主要成果:
- 观察到较低强度的分界点,关节角度接近45°,负载面积较小.
- 峰值和弹性能量总能量与峰值后能量变化幅度的W形分布.
- 负载面积对输入的能量影响大于关节角度.
- 较大的负载面积与较高的裂碎形尺寸,裂和透率相关.
- 拉伸裂主导了最初的损伤,剪切裂在高峰后增加.
结论:
- 关节角度和负载面积是影响关节岩石机械行为和故障模式的关键因素.
- 了解能量演变和裂纹模式对于预测岩石质量的稳定性至关重要.
- 数字模拟为安全的土木工程设计提供了宝贵的见解,涉及联合的岩石质量.
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