Fresh State Behavior of Self Compacting Concrete Containing Waste Material Fibres

AS’AD, SHOLIHIN and GUNAWAN, PURNAWAN and ALAYDRUS, M. SYARIF (2011) Fresh State Behavior of Self Compacting Concrete Containing Waste Material Fibres. Elsevier Procedia Engineering, 14. pp. 797-804. ISSN 1877–7058

PDF - Published Version
Download (423Kb) | Preview


    Self Compacting Concrete (SCC) mixed with fibre is the expected to be a concrete with good performance in fresh state and more enhancement in hardened concrete. This paper presents the fresh-state behavior of self compacting concrete (SCC) containing waste material fibres. Fibres were recycling product of wastes material such as, plastic bottle, rubber tire and alloy cans. Thirteen mixtures with 0.47 of water cement ratio of SCCs were added micro size (fine tire fibre) and macro (coarse tire fibre) size of rubber fibre , alloy can fibre and plastic bottle fibre with 0,5 %, 0,1 % and 1,5 % of vol. fibre dosage respectively. The macro size fibres were about 35 of fibre aspect ratio (length/diameter). One other sample was SCC without fibre as reference. The measured of concrete fresh behavior was concrete flow and passing-ability by slump flow, J-Ring, L-box, U-box and V-funnel tests. The results showed that the concrete fresh state performance decreases generally due to the increase of waste material fibre dosage and stiffer waste material fibres in SCC. The fine tire fibre recorded the best fresh state performances among SCC containing fibres and did not show much different performance compared to the SCC without fibre.

    Item Type: Article
    Subjects: T Technology > TA Engineering (General). Civil engineering (General)
    Divisions: Lembaga Penelitian dan Pengabdian Kepada Masyarakat - LPPM
    Depositing User: Anis Fagustina
    Date Deposited: 26 Apr 2014 17:10
    Last Modified: 26 Apr 2014 17:10

    Actions (login required)

    View Item