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    Published in: Journal of Materials in Civil Engineering · 2012Authors: K M A Hossain · Mohamed Lachemi · Mohammad H Sammour · MohamAffiliation: Ryerson University · Queen S University BelfastAbout: Mixture · Rheology · Fiber · Concrete · Flow measurement
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    As shown in Table 1, the test groups comprised one control group without any fibre reinforcement, four sample groups with reinforcement of single fibres (CNFs, PVA fibres or steel fibres), four groups consisting of 50/50 or 40/60 steel/PVA mixing ratios for total fibre volume fractions of 1% and 0·75% and finally one sample group including multiscale

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