Effect of Fibre Aspect-Ratio on the Fresh and Strength Properties of Steel Fibre Reinforced Self-Compacting Concrete

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Material description</td><td class="align_center">Quantity/M<sup>3</sup></td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Cement</td><td class="align_center">247 kg</td></tr><tr><td class="align_left">Fly ash</td><td class="align_center">157 kg</td></tr><tr><td class="align_left">Natural sand</td><td class="align_center">856 kg</td></tr><tr><td class="align_left">Coarse aggregate (5 mm to 9 mm)</td><td class="align_center">452 kg</td></tr><tr><td class="align_left">Coarse aggregate (10 mm to 14 mm)</td><td class="align_center">452 kg</td></tr><tr><td class="align_left">Water/binder ratio</td><td class="align_center">0.50 Litre</td></tr><tr><td class="align_left">Super plasticizer</td><td class="align_center">1.5% to 2.0% of cement mass</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 2

Table 2: Effect of Fibre Aspect-Ratio on the Fresh and Strength Properties of Steel Fibre Reinforced Self-Compacting Concrete 