在冷解周期下对软砂岩的物理机械性能和损伤机制的研究
Shi Tan1, Ning Wang2, Wenjuan Li3
1Department of Hydraulic & Civil Engineering, Anning Campus, Xichang University, Xichang, Sichuan 615000, China.
ACS omega
|March 2, 2026
概括
结解周期严重降低了软化的砂岩,降低了强度并改变了孔隙结构. 这项研究揭示了一种对冷区工程稳定性至关重要的顺序损伤路径.
科学领域:
- 地质技术工程 地质技术工程
- 寒冷地区工程 寒冷地区工程
- 材料科学 材料科学 材料科学
背景情况:
- 薄弱凝固的砂岩在寒冷地区至关重要,但易受融损坏.
- 其松散的组织和毛孔加剧了对温度波动的敏感性.
- 了解这种损害对于基础设施的稳定性至关重要.
研究的目的:
- 为了研究冰解损害进化机制在薄弱凝固的砂岩.
- 量化物理和机械性能的变化.
- 为了阐明孔隙结构和机械降解之间的关系.
主要方法:
- 在甘省的砂岩上进行融循环测试.
- 单轴压缩试验用于测量强度和模量.
- 超声波P波速度,核磁共振 (NMR) 和碎形理论来分析孔隙结构的演变.
- 皮尔森相关性分析将孔隙参数与机械性能联系起来.
主要成果:
- 观察到一个三个阶段的恶化模式.
- 单轴压力强度 (UCS) 和弹性模量 (E) 显著下降 (59.09%和66.37%).
- 毛孔性增加,大毛孔变得占主导地位,毛孔断层尺寸减少,表明结构简化和连接性增强.
- 故障模式从单个裂转变为多个裂.
结论:
- 冷解损伤遵循一个连续的路径:孔隙扩张,结构简化,机械降解和复杂的断裂模式.
- 孔隙结构的演变与机械性质的变化有很强的相关性.
- 这些发现为评估寒冷环境中的岩石质量稳定性提供了关键的见解.
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