研究EPS轻质土壤与渣混合的机械性能
Lifang Mei1,2, Dali Xiang1, Yiwen Huang1
1School of Civil Engineering, Architectural and Environment, Hubei University of Technology, Wuhan, China.
PloS one
|January 24, 2024
概括
这项研究探讨了使用渣渣作为部分水泥替代品的扩展聚乙烯 (EPS) 珠光轻质土壤复合材料. 结果显示,最佳的渣含量增强了机械性能,提供了具有成本效益的地质技术解决方案.
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
- 土木工程 土木工程是指土木工程.
背景情况:
- 扩展聚钢 (EPS) 珠轻质土壤复合材料为工程应用提供低密度和高强度.
- 在EPS轻质土壤中使用渣渣作为部分水泥替代品可以提高性能并降低成本.
研究的目的:
- 为了研究EPS轻质土壤复合材料的机械性能,具有不同的EPS珠和渣含量.
- 与传统水泥相比,评估泥复合粘合剂的有效性.
主要方法:
- 不受限制的压力强度 (UCS) 测试和三轴测试是在EPS轻质土壤样本上进行的.
- 分析了不同的EPS珠子含量 (1-4%) 和渣泥粘合剂含量 (10-25%).
主要成果:
- 不受限制的压力强度 (UCS) 随着EPS珠子含量增加而下降,但在30%的渣含量时达到最大值.
- 峰值三轴应力随着限制压力增加,而变形模量则随着EPS珠子含量线性减少.
- 渣泥粘合剂显示出明显更好的强化比单独的水泥,影响压力-应变行为和故障模式.
结论:
- 该研究提供了对渣渣改性EPS轻质土壤的宏观机械特性和微观机制的见解.
- 优化EPS珠和渣含量对于定制这些复合材料的应力-延展特性和性能至关重要.
- 这些发现为EPS轻质土壤复合材料的工程设计和应用提供了宝贵的参考资料.
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