在循环三轴负荷下碳酸酸的变形行为和损伤演变
Helin Fu1,2, Kaixun Hu1,2, Yue Shi1,2
1School of Civil Engineering, Central South University, Changsha 410075, China.
Materials (Basel, Switzerland)
|July 14, 2023
概括
这项研究研究了循环负荷下的岩石变形,揭示了应力如何影响弹性模量和波桑比率. 损坏积累对于理解岩石力学至关重要,它显示出导致剪切失效的不同阶段.
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:
- 在循环负荷下岩石变形是复杂的,研究不足.
- 了解这些行为对于基础设施稳定性和资源提取至关重要.
研究的目的:
- 在三轴循环负荷下分析碳酸的降解过程.
- 调查限制应力对岩石变形和故障模式的影响.
主要方法:
- 进行了三轴多阶段恒定振幅循环负荷实验.
- 监测了弹性模量 (E),波桑比率 (υ),不可逆向应变 (ε) 和能量演变的变化.
- 检查的宏观和微小故障模式.
主要成果:
- 弹性模量 (E) 随着应力水平的增加而逐步减少,并且循环.
- 波桑比率 (υ) 随着压力和周期的增加而增加.
- 无法逆转的压力 (ε) 与压力呈指数关系,迅速积累,然后慢慢积累.
- 损害进化表现出减速,稳定和加速阶段,加速接近失败.
结论:
- 循环负荷显著降低岩石特性,影响硬度和应变积累.
- 能量演变分析有效量化岩石损伤.
- 在这些条件下,故障模式主要是剪切,与相关的谷物粉碎.
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