在冷解周期下,水泥煤粉改性砂的动态特性和微观结构特征
Chenkai Wang1,2, Lixia Wang3, Yunlong Zhang1
1School of Transportation Science and Engineering, Jilin Jianzhu University, Changchun, 130118, China.
Scientific reports
|November 25, 2025
概括
这项研究通过使用水泥和煤炭粉 (CGP) 来增强寒冷地区的泥沙子级. 修改后的土壤表现出更好的动态性能和抗融性,具有最佳的2%水泥和8%CGP比率.
科学领域:
- 地质技术工程 地质技术工程
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
背景情况:
- 中国季节性结地区的砂子级受车辆负载和融周期的影响.
- 这导致变形和道路困境,如颠覆.
- 现有的基层材料需要提高在恶劣环境中的耐用性.
研究的目的:
- 改善动态性能和冰解能力的泥沙亚矿.
- 研究水泥和煤炭粉 (CGP) 作为修饰剂的作用.
- 分析微结构演变及其与动态参数的相关性.
主要方法:
- 动态三轴测试是在修改的泥沙上进行的.
- 扫描电子显微镜 (SEM) 用于检查微结构变化.
- 灰色关系分析在各种条件下 (冷-解周期,限制压力,加载周期) 与动态参数相关的微结构.
主要成果:
- 经过修改的泥沙表现出与水泥含量显著增加的偏差应力振幅.
- 在不同的条件下,与未经处理的泥沙相比,在改性土壤中,偏差应力幅度和动态弹性模量都更高.
- 冷-解周期导致未经处理的土壤降解,而改性土壤显示出更大的结构稳定性.
结论:
- 水泥和CGP有效地增强了粒子间的凝固,填充毛孔,并改善了泥沙中的粒子排列.
- 这导致结构稳定性增加和优越的抗解能力.
- 最佳的修改比率为2%的水泥和8%的CGP,以提高泥沙子性能.
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