在温度影响下,安贝加尔永久土中冷的泥土的压缩强度和损伤模型
Kezheng Chen1, Shuai Huang2, Xiujuan Li3
1College of Mechanical and Electrical Engineering, Northeast Forestry University, Harbin, 150040, People's Republic of China.
Scientific reports
|July 2, 2025
概括
研究人员使用压缩测试研究了大兴安林的永久土. 开发了一种新的双变量损伤模型,以预测冷损伤,并评估这个敏感的永久土区域的工程稳定性.
科学领域:
- 地质技术工程 地质技术工程
- 永久土科学 永久土科学
- 材料科学 是一种材料科学.
背景情况:
- 大兴安林地区代表北半球永久土的南部极限.
- 该地区的特点是热敏的永久土,这对区域稳定至关重要.
- 了解永久土在不同温度下的行为对于基础设施发展至关重要.
研究的目的:
- 在受控的冷条件下研究大兴安陵永久土的机械性能.
- 为了分析温度与重塑泥粘土强度之间的关系.
- 开发一个对永久土冷损害的预测模型.
主要方法:
- 在重塑的泥土样本上进行了单轴压缩测试.
- 实验是在 -7.5 到 -0.5 摄氏度的结温度范围内进行的.
- 一个双变量损伤模型是基于Lemaitre的应变等效原理和韦布尔统计的基础上开发的.
主要成果:
- 观察到三相强度-温度关系,强度增加和减少的不同阶段.
- 在 -3.0 °C时发生了变形的脆性-柔性过渡.
- 开发的模型成功地整合了热和机械损伤以进行定量评估.
结论:
- 该研究提供了一个新的双变量损害模型,用于预测永久土中的冷损害.
- 这些发现增强了对永久土机械行为和故障模式的理解.
- 这项研究提供了先进的理论工具,用于评估安贝加尔永久土中的工程稳定性.
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