dc.contributor.authorZhang, Zhigang
dc.contributor.authorMa, Hui
dc.contributor.authorQian, Shunzhi
dc.date.accessioned2015-12-14T03:54:49Z
dc.date.available2015-12-14T03:54:49Z
dc.date.issued2015
dc.identifier.citationZhang, Z., Ma, H., & Qian, S. (2015). Investigation on Properties of ECC Incorporating Crumb Rubber of Different Sizes. Journal of Advanced Concrete Technology, 13, 241-251.en_US
dc.identifier.issn1346-8014en_US
dc.identifier.urihttp://hdl.handle.net/10220/39078
dc.description.abstractIn the past decades, incorporating crumb rubber into concrete has attracted attention in the field of building materials due to the properties improvement it brought. In this study, crumb rubber of two particle sizes (40CR and 80CR, which have a sieve size of 400 μm and 220μm, respectively) is incorporated into engineering cementitious composite (ECC) material to replace silica sand. Furthermore, three different replacement percentages (0, 15%, 25% by volume) for each crumb rubber size are conducted in this study. The influence of crumb rubber on the ECC is revealed via density, compressive strength, flexural performance, drying shrinkage, restrained shrinkage and environment footprint. The experimental results show that the incorporation of crumb rubber into ECC increases bending deformation capacity, decrease density and compressive strength. While the free drying shrinkage of ECC increases with the addition of crumb rubber, lesser crack number, crack width and cracking tendency were found in the restrained ring test when compared to ECC without crumb rubber. In terms of crumb rubber size, ECC with smaller crumb rubber appear to have lower density and higher bending defamation capacity and shrinkage than those with larger crumb rubber. In addition, incorporating crumb rubber into ECC reduces CO2 emission, thus improve the greenness of ECC to a certain degree.en_US
dc.format.extent11 p.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesJournal of Advanced Concrete Technologyen_US
dc.rights© 2015 Japan Concrete Institute. This paper was published in Journal of Advanced Concrete Technology and is made available as an electronic reprint (preprint) with permission of Japan Concrete Institute. The published version is available at: [http://doi.org/10.3151/jact.13.241]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.en_US
dc.subjectCivil and Environmental Engineering
dc.titleInvestigation on Properties of ECC Incorporating Crumb Rubber of Different Sizesen_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.3151/jact.13.241
dc.description.versionPublished versionen_US


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