松散的沙土的三轴行为和微观结构洞察力,该土壤与活性渣稳定
Mohammad Banaian1, Seyed Mohammad Fattahi2, Abbas Soroush1
1Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran.
活性地面颗粒高炉渣 (GGBFS) 有效地稳定松散的沙土,显著改善强度和刚性. 这种可持续的方法为道路建设等地质技术应用提供了实际的解决方案.
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
背景情况:
- 松散的沙土通常需要工程应用的稳定.
- 地面颗粒高炉污泥 (GGBFS) 是一种潜在的土壤稳定性的pozzolanic材料.
研究的目的:
- 研究用活性GGBFS稳定砂土的机械和微结构性质.
- 评估GGBFS含量,固化时间和限制压力对土壤行为的影响.
主要方法:
- 进行了未排水的三轴和未受限制的压力强度 (UCS) 测试.
- 微结构分析包括FE-SEM,EDX和FTIR.
主要成果:
- 稳定土壤显示出强度,刚性和能量吸收的显著改善.
- 凝聚力显著增加,特别是GGBFS含量和固化,而摩擦角度保持相对不变.
- 在UCS和凝聚力之间发现了线性相关性.
结论:
- 活性GGBFS是颗粒状土壤的高效土壤稳定剂.
- 这些发现支持可持续的地质技术应用,特别是在道路建设中.
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