A Study on Adiabatic Temperature Rise Test and Temperature Stress Simulation of Rock-Fill Concrete

<table class="fixed-width table-group" id="tab1"><tr><td><table class="table"><colgroup><col style="width:7.08em"/><col style="width:4.46em"/><col style="width:3.98em"/><col style="width:4.23em"/><col style="width:3.92em"/><col style="width:3.92em"/><col style="width:5.65em"/></colgroup><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Cement</td><td class="align_center">Flyash</td><td class="align_center">Sand</td><td class="align_center">Stone</td><td class="align_center">Water</td><td class="align_center">Admixture</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">Usage (kg/m<sup>3</sup>)</td><td class="align_center">219.00</td><td class="align_center">204.00</td><td class="align_center">1255.00</td><td class="align_center">545.00</td><td class="align_center">205.00</td><td class="align_center">6.70</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The mix proportion of C20 self-compacting concrete.</div>

Mathematical Problems in Engineering

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Table 1

Table 1: A Study on Adiabatic Temperature Rise Test and Temperature Stress Simulation of Rock-Fill Concrete 