关于砂岩在循环加载和卸载压力-透合下机械性能和透性演变的研究
Zhenwen Liu1,2, Hong Zeng3, Gang Liu3
1Science and Technology Office, Heilongjiang University of Science and Technology, Harbin, 150022, China. 550189003@qq.com.
Scientific reports
|December 21, 2025
概括
深层岩石工程面临着伴侣应力和影响砂岩的液压压力所带来的挑战. 限制压力加强岩石,而高水压削弱它,影响漏和故障模式. 了解这些多场效应对于安全至关重要.
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
- 水文地质学 水文地质学
背景情况:
- 深岩工程项目容易受到复杂的地质条件的影响,包括高压力和液压压力.
- 了解岩层中应力和流体流 (漏) 的结合效应对于结构完整性和安全性至关重要.
研究的目的:
- 为了研究合多场效应下的砂岩透特征的演变.
- 揭示砂岩在复杂应力路径下的机械性能和透性的动态反应机制.
主要方法:
- 循环装载-卸载应力浸透合试验在砂岩样本上进行.
- 在受控的限制和液压条件下使用法国三轴多场合试验系统.
主要成果:
- 增加限制压力提高了砂岩的强度和刚性,抑制了微裂的传播.
- 升高的水压减少了岩石的强度,促进了微碎裂的传播,可能导致性失效.
- 透性通常随着装载-卸载周期的增加,在卸载过程中具有更高的值.
- 限制和液压对漏的相对影响在周期中演变.
结论:
- 限制压力有效地减缓了流体-固体合下的砂岩透速度.
- 这些发现为深层岩石工程项目的安全设计和风险减轻提供了理论支持.
- 这项研究加深了对多场合下岩石损伤积累和漏演变的理解.
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