Hardened properties of concrete mixtures containing pre-coated crumb rubber and silica fume
Loss of mechanical strength and relatively high variability in durability performance are major factors preventing large-scale utilization of scrap tire waste in concrete. This study examines an approach to pre-treat crumb rubber in conjunction with the addition of supplementary cementitious materia...
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Veröffentlicht in: | Journal of cleaner production 2014-11, Vol.82, p.125-131 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | Loss of mechanical strength and relatively high variability in durability performance are major factors preventing large-scale utilization of scrap tire waste in concrete. This study examines an approach to pre-treat crumb rubber in conjunction with the addition of supplementary cementitious materials in order to mitigate the loss of mechanical properties in rubberized concrete. The mechanical and durability properties of concrete composites containing as-received and limestone powder pre-coated crumb rubber at 0%, 5%, 10% and 15% fine aggregate substitution by volume are investigated. In addition, some mixtures also contain silica fume at 15% cement replacement by volume. The results reveal that although the strength improvement due to pre-coated crumb rubber alone was minor, the synergistic effect of pre-coated crumb rubber and silica fume as cement replacement material enhanced the mechanical properties of mixtures significantly. Moreover, both as-received and pre-coated crumb rubber acted as an electrical insulator increasing the surface resistivity and chloride permeability resistance of concrete.
•We investigated the strength enhancement of rubberized concrete.•Crumb rubber increases the porosity of concrete mixtures.•As-received crumb rubber has a negative effect on mechanical properties.•Synergy between pre-coated crumb rubber and silica fume mitigate loss of strength.•Crumb rubber enhances the resistivity and chloride resistance of concrete. |
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ISSN: | 0959-6526 1879-1786 |
DOI: | 10.1016/j.jclepro.2014.06.068 |