在不同限制压力下对石灰泥泥石的机械性能和透性特征的实验研究
Wei Xu1,2,3, Xiao Qu2, Long Yan1
1Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China.
Materials (Basel, Switzerland)
|June 19, 2024
概括
这项研究揭示了限制压力和流体压力如何影响石灰泥石的强度和透性. 较高的限制压力增加了强度,而流体压力显著降低了它,这对于道工程至关重要.
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
- 土木工程 土木工程是指土木工程.
背景情况:
- 石灰质泥石是一种软岩石,在中云南水分分流项目 (CYWDP) 中很常见.
- 它的机械性能随着深度的变化而变化,影响了结构和操作.
- 了解这些属性对于基础设施项目至关重要.
研究的目的:
- 在不同的限制压力和流体压力下研究石灰岩泥石的机械性能.
- 分析其透性特性,能量演变和故障机制.
- 在类似的地质条件下为道建设提供见解.
主要方法:
- 在石灰岩泥石样本上进行了三轴压缩测试.
- 在不同的限制压力 (σ3) 和孔水压力 (P<0xE1><0xB5><0xA3>) 下进行了测试.
- 分析了机械性能,透性,能量演变和故障模式.
主要成果:
- 峰值应力 (σc) 随着限制压力增加,但随着流体压力显著下降.
- 随着限制压力的增加,透率下降,并且在峰值应力时也下降.
- 分散能量随着限制压力而增加,而裂的传播和宽度则减少.
结论:
- 限制压力增强了强度,能量和柔性,同时降低了透性和裂传播.
- 液体压力显著削弱石灰泥泥石,减少其峰值强度.
- 这些发现有助于更好地理解深道建设中石灰岩泥石的行为.
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