无限制的压力强度的水泥稳定田河泥粘土
Lisha Zhang1,2, Yuan Li1, Xiao Wei3
1Department of Civil Engineering, Hangzhou City University, Hangzhou 310015, China.
Materials (Basel, Switzerland)
|March 13, 2024
概括
混合水与水泥的比率是设计水泥稳定土壤强度的关键. 这项研究提出了一种预测方法,用于水泥稳定的田河泥土,在不同土壤中找到统一的强度关系.
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:
- 水泥稳定是一种用于薄弱土壤的常见土壤改善技术.
- 波特兰水泥被广泛使用,需要有效的剂量设计,以考虑可持续性和环境问题.
研究的目的:
- 为了研究各种因素对水泥稳定的江泥土不限压强度 (UCS) 的影响.
- 开发基于关键参数的UCS预测方法.
- 在不同类型的土壤中建立一个统一的UCS预测关系.
主要方法:
- 在水泥稳定的Qiantang河泥粘土上进行了不受限制的压缩测试.
- 分析了水泥含量,水分含量,水与水泥的比率和固化时间的影响.
- 实验数据与现有文献进行了比较.
主要成果:
- 混合水与水泥的比率有效地描述了水泥和水含量对UCS的综合影响.
- 开发了UCS的预测方法,考虑了混合水与水泥的比率和固化时间.
- 在类似的固化条件下,在各种土壤类型中观察到UCS和混合水与水泥比率之间的统一关系.
结论:
- 混合水与水泥的比率是预测水泥稳定土壤的UCS的关键参数.
- 拟议的预测方法为工程应用提供了一种实际的方法.
- 标准预测方法可能会高估某些土壤类型和固化持续时间的UCS.
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