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

<table class="fixed-width table-group" id="tab9"><tr><td><table class="table"><colgroup><col style="width:12.42em"/><col style="width:9.08em"/><col style="width:12.42em"/><col style="width:12.42em"/><col style="width:10.19em"/></colgroup><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left"> </td><td class="align_center">Cushion concrete</td><td class="align_center">Rock-fill concrete</td><td class="align_center">Upstream and downstream anti-seepage concrete</td><td class="align_center">Overflow concrete</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Temperature Stress (MPa)</td><td class="align_center">1.87</td><td class="align_center">0.93</td><td class="align_center">1.93</td><td class="align_center">1.74</td></tr><tr><td class="align_left">Occurrence age (Day)</td><td class="align_center">250</td><td class="align_center">2993</td><td class="align_center">241</td><td class="align_center">227</td></tr><tr><td class="align_left">Location</td><td class="align_center">Dam toe</td><td class="align_center">At the height of 8 m in the rock-fill concrete center</td><td class="align_center">At the height of 4 m on the upstream dam surface</td><td class="align_center">Anti-arc section of overflow surface</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The maximum temperature stress and occurrence age of different parts of the overflow dam.</div>

Mathematical Problems in Engineering

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Table 9

Table 9: A Study on Adiabatic Temperature Rise Test and Temperature Stress Simulation of Rock-Fill Concrete 