Experimental Study on the Size Effect on the Probability Distribution of Concrete Compressive Strength

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Strength</td><td class="align_center">Cement</td><td class="align_center">Mineral powder</td><td class="align_center">Fly ash</td><td class="align_center">Fine aggregate</td><td class="align_center">Coarse aggregate</td><td class="align_center">Water</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">C30</td><td class="align_center">210 kg/m<sup>3</sup></td><td class="align_center">100 kg/m<sup>3</sup></td><td class="align_center">70 kg/m<sup>3</sup></td><td class="align_center">800 kg/m<sup>3</sup></td><td class="align_center">1050 kg/m<sup>3</sup></td><td class="align_center">175 kg/m<sup>3</sup></td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

tab2

Table 2

Table 2: Experimental Study on the Size Effect on the Probability Distribution of Concrete Compressive Strength 