在卸载条件下的红血岩石的膨胀和能量进化行为实验研究
Zhao-Qiang Zheng1, Huai-Zhong Liu1, Li Zhuo1
1State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu 610065, China.
Materials (Basel, Switzerland)
|September 9, 2023
概括
这项研究揭示了红床泥石和砂石在卸载时如何变形,这对道工程至关重要. 关键发现包括体积膨胀和由限制压力影响的不同膨胀角度.
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
- 土木工程 土木工程是指土木工程.
背景情况:
- 红床层中的道工程面临着岩石变形和支故障的挑战.
- 卸载,病和胀是红床岩石不稳定的主要原因.
研究的目的:
- 在卸载条件下研究红床泥石和砂石在卸载条件下的机械反应.
- 分析在卸载过程中扩张应力,能量消耗和扩张角度的演变.
主要方法:
- 在红床泥石和砂石样本上进行了实验室实验.
- 在卸载过程中,在不同的限制压力下观察到机械性能.
主要成果:
- 在两种岩石类型中都发生了体积膨胀,膨胀应力与初始限制压力有线关系.
- 扩张角度显示在卸载过程中发生线性变化,泥石和砂石的行为不同,取决于限制压力.
- 弹性应变能量和散散能量与应力-应变曲线一起演变,并取决于限制压力.
结论:
- 该研究提供了红床岩在卸载过程中的变形机制的见解.
- 了解膨胀角度的演变是分析道工程中的岩石变形和能量消散的关键.
- 这些发现对于改善红床岩道的支设计和稳定性分析至关重要.
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