Compressive Strength Gain Behavior and Prediction of Cement-Stabilized Macadam at Low Temperature Curing

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">Days</td><td class="align_center">3 d</td><td class="align_center">4 d</td><td class="align_center">5 d</td><td class="align_center">6 d</td><td class="align_center">7 d</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">Stand curing</td><td class="align_center">1440</td><td class="align_center">1920</td><td class="align_center">2400</td><td class="align_center">2880</td><td class="align_center">3360</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>The maturity data for the standard curing (Case <a href="https://static-preview.hindawi.com/articles/jat/volume-2020/2469436/figures/#casee1" target="_blank">1</a>) (°C·h).</div>

Journal of Advanced Transportation

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Table 4

Table 4: Compressive Strength Gain Behavior and Prediction of Cement-Stabilized Macadam at Low Temperature Curing 