Exploration of Mechanisms of Joint Deterioration in Concrete Pavements regarding Interfacial Transition Zone

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Material</td><td class="align_center">Quantity</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Cementitious materials (kg/m<sup>3</sup>)</td><td class="align_center">335</td></tr><tr><td class="align_left">Type I cement</td><td class="align_center">80%</td></tr><tr><td class="align_left">C fly ash</td><td class="align_center">20%</td></tr><tr><td class="align_left">Water (kg/m<sup>3</sup>)</td><td class="align_center">151</td></tr><tr><td class="align_left">Water-to-cementitious material ratio</td><td class="align_center">0.45</td></tr><tr><td class="align_left">Course aggregate (kg/m<sup>3</sup>)</td><td class="align_center">1125</td></tr><tr><td class="align_left">Fine aggregate (kg/m<sup>3</sup>)</td><td class="align_center">666</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Exploration of Mechanisms of Joint Deterioration in Concrete Pavements regarding Interfacial Transition Zone 