石膏-复合材料水泥土的工程性能和微观机制
Qiang Ma1,2,3, Yuezhao Li1,2,3, Hang Shu4,5,6
1Hubei Key Laboratory of Environmental Geotechnology and Ecological Remediation for Lake & River, Hubei University of Technology, Wuhan, 430068, Hubei, China.
Scientific reports
|March 2, 2026
概括
这项研究引入了一种新的合石膏-复合物水泥土,以改善传统的水泥稳定土壤. 这种新材料增强了强度,性和不透性,为工业废物再利用提供了可持续的解决方案.
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
- 环境工程 环境工程
背景情况:
- 传统的水泥稳定土壤在早期强度,脆性和抗裂性方面表现出局限性.
- 工业固体废物,如石膏和,存在处理挑战和利用机会.
研究的目的:
- 为了开发一种新的合石膏-复合物水泥土材料.
- 研究 (PG) 和 (R) 对水泥土的特性的影响.
- 阐明PG和R在改善水泥土性能方面的协同机制.
主要方法:
- 研究的压缩特性,不受限制的压力强度和透性.
- 使用X射线衍射 (XRD) 和扫描电子显微镜 (SEM) 进行微观分析.
- 对复合材料与单个组件进行了比较分析.
主要成果:
- 与单个组件相比,复合材料表现出优越的强度,性和不透性.
- 使用8%的水泥,25%的PG (提升早期强度) 和1-2%R (降低密度,提高性/不透性) 达到最佳性能.
- 显微镜分析显示,C-S-H凝和埃特灵石 (AFt) 形成对于机械和耐久性增强至关重要.
结论:
- 石膏-复合物水泥土有效地克服了传统水泥稳定土壤的局限性.
- 这种创新材料为工业固体废物再利用提供了一个可持续的战略.
- 该研究强调了机械效率和环境效益的显著改善.
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