Assessment of compressive strength of elastomeric modified concrete incorporating waste tyre rubber

N. Sharifi, K. Vessalas, Bijan Samali

    Research output: Chapter in Book / Conference PaperConference Paperpeer-review

    Abstract

    This paper reports on the fundamental findings of utilizing Styrene Butadiene Rubber (SBR) waste tyre granules as a potential source for replacing coarse aggregate in elastomeric modified concrete (EMC). EMCs incorporating 2%, 4%, 6% and 10% of SBR granules (12–15 mm) are assessed for their fresh and hardened properties compared to control concrete devoid of SBR granule additions. Fresh concrete was investigated for slump, air content, and wet density while hardened concrete was evaluated for compressive strength at 7, 28 and 56 days of age. A decrease in slump, density up to 4% and compressive strength of 10 to 44% for 28 days of age, with the addition of SBR granules and an increase in the value of air content were observed.
    Original languageEnglish
    Title of host publicationFrom Materials to Structures: Advancement Through Innovation: Proceedings of the 22nd Australasian Conference on the Mechanics of Structures and Materials, ACSM 22, Sydney, Australia, 11-14 December 2012
    PublisherCRC Press
    Pages1187-1191
    Number of pages5
    ISBN (Print)9780415633185
    DOIs
    Publication statusPublished - 2013
    EventAustralasian Conference on the Mechanics of Structures and Materials -
    Duration: 1 Jan 2013 → …

    Conference

    ConferenceAustralasian Conference on the Mechanics of Structures and Materials
    Period1/01/13 → …

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