Shrinkage performance of Crumb Rubber Concrete (CRC) prepared by water-soaking treatment method for rigid pavements

被引:66
|
作者
Mohammadi, Iman [1 ]
Khabbaz, Hadi [1 ]
机构
[1] Univ Technol Sydney, Sch Civil & Environm Engn, Ctr Built Infrastruct Res CBIR, Sydney, NSW 2007, Australia
来源
关键词
Crumb Rubber Concrete (CRC); Rubber treatment methods; Water-soaking; Plastic and drying shrinkage; Bleeding of rubberised concrete; Shrinkage of rubberised concrete; Rigid pavements; TIRE RUBBER; CRACKING; AGGREGATE; BEHAVIOR;
D O I
10.1016/j.cemconcomp.2015.02.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This investigation deals with the shrinkage properties of rubberised concrete pavement. Arrays of concrete samples were prepared with different water-cement ratios and rubber content. The experimental results revealed that the introduction of rubber into concrete mixes results in the control of shrinkage cracks if the optimised content of rubber is selected. Accordingly, the optimised rubber content was determined based on the mix characteristics, mechanical properties and the results of plastic and drying shrinkage tests. The mechanical strength, toughness, bleeding, plastic shrinkage and drying shrinkage tests were conducted in this experimental program. Analysing the results revealed that the most promising performance results were achieved for samples prepared with the rubber contents of 20% and 25% of fine aggregates, and water-cement ratios of 0.45 and 0.40, respectively. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:106 / 116
页数:11
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