关于岩石剪切失败特性和损伤构成模型的实验研究
Yian Chen1,2, Shujie Zhao1, Jiang Xu2
1College of Safety and Engineering, Anhui University of Science and Technology, Huainan 232001, China.
ACS omega
|August 26, 2024
概括
这项研究研究了各种条件下的岩石剪切力学和断裂行为. 研究结果揭示了关节角度和应力如何影响岩石裂变,有助于地下工程稳定性.
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
- 材料科学 材料科学 材料科学
背景情况:
- 地下地质工程经常遇到不同类型的岩石,容易发生剪切断裂.
- 了解岩石剪切行为对于防止周围岩石不稳定至关重要.
研究的目的:
- 分析各种岩石的剪切机械特性,声辐射 (AE) 行为和损伤程度.
- 调查关节角度和正常应力对岩石断裂机制的影响.
- 开发一个构成模型来描述岩石剪切行为.
主要方法:
- 在不同的结合角度和正常应力下,对各种岩石样本进行剪切力学试验.
- 监测声辐射信号以描述岩石损伤和断裂过程.
- 分析裂传播角度,并将它们与应用于应力相关联.
主要成果:
- 岩石剪切行为表现出三个不同的阶段,具有弹性到塑料的过渡点.
- 在剪切的后期阶段,声辐射信号显著增加,根据岩石类型 (煤炭,砂石,页岩) 变化.
- 裂纹传播角度随着正常应力而增加,关节角度/正常应力有效地抑制垂直骨折的发展.
结论:
- 该研究提供了关于岩石承载能力和剪切负荷下的断裂机制的见解.
- 一个经过验证的构成模型准确地描述了不同类型岩石的剪切断裂特性.
- 开发的模型和发现可以提高围绕岩石的地下工程稳定性.
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