性激活对地质聚合物稳定底岩中胀抑制和微观结构发展的影响
Tengshen Jing1,2, Shengyang Yuan1,2, Xianfeng Liu1,2
1Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Ministry of Education, Chengdu 610031, China.
Polymers
|March 14, 2026
概括
地质聚合物土壤稳定剂有效地减少了土壤膨胀. 氧化的度是关键的,由于微观结构的变化,最佳抑制发生在3mol/dm3以上.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 环境科学 环境科学
背景情况:
- 广的土壤在土木工程项目中带来了重大挑战.
- 地质聚合物为土壤稳定提供了一个可持续的解决方案.
- 了解地质聚合物-的度对胀的影响至关重要.
研究的目的:
- 为了研究地质聚合物处理的顿岩的膨胀行为.
- 为了确定影响胀抑制的主导因素.
- 阐明地质聚合物稳定背后的微结构机制.
主要方法:
- 塔古奇直角设计用于实验优化.
- 在零垂直加载下进行自由膨胀比率 (FSR) 测试.
- 用X射线衍射 (XRD),里埃变换红外光谱 (FTIR) 和扫描电子显微镜 (SEM) 进行微观结构分析.
主要成果:
- OH度是控制胀的主要因素 (55.04%).
- 观察到一个两阶段的胀趋势:最初的增强,然后显著的抑制.
- 在大约3mol/dm3.3的临界NaOH度之外,可以达到最佳的胀抑制.
结论:
- 地质聚合物处理显著抑制了土壤膨胀的扩张.
- OH度是优化地质聚合物稳定的一个关键参数.
- 微观结构的变化,包括离子交换和地聚合物凝的形成,控制胀抑制.
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