压缩方法对滚筒压缩混凝土路面磨损表面的性能的影响
Justyna Stępień1, Anna Chomicz-Kowalska1, Magdalena Tutaj-Dudała2
1Department of Transportation Engineering, Faculty of Civil Engineering and Architecture, Kielce University of Technology, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland.
Materials (Basel, Switzerland)
|February 13, 2025
概括
这项研究比较了Proctor和RCC道路路面的板块紧缩. 两种方法都取得了相似的强度,而撞击重量影响了Proctor的压缩密度.
科学领域:
- 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:
- 滚筒压缩混凝土 (RCC) 是用于道路建设的可持续材料.
- 优化压缩方法对于RCC路面性能至关重要.
研究的目的:
- 为了比较Proctor压缩和板块压缩对RCC性能的影响.
- 在不同的压缩技术下评估RCC的压力强度和散装密度.
主要方法:
- 采用不同拉杆重量 (2.5公斤,4.5公斤) 和层次的Proctor压缩.
- 在静态和振动设置中压缩不良.
- 用于Proctor样品的圆柱体和立方体模具.
- 从准备好的板块中取取钻探样本,用于板块紧缩.
主要成果:
- 压缩器压缩和振动板压缩产生了相似的RCC强度.
- 杆重量是Proctor压缩中散装密度的关键因素.
- 较高的散装密度与增加的压力强度相关.
结论:
- 普罗克特和振动板压缩都有效地实现所需的RCC强度.
- 压缩方法显著影响散装密度,从而影响强度.
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