Re-Alkalization Effect Experiment and a New Re-Alkalization Control Model of Carbonated Concrete

<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">Fineness modulus</td><td class="align_center">Apparent density/kg m<sup>−3</sup></td><td class="align_center">Bulk density/kg m<sup>−3</sup></td><td class="align_center">Mud content/%</td><td class="align_center">Clod content/%</td><td class="align_center">Moisture content/%</td><td class="align_center">Grain grading</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">2.91</td><td class="align_center">2560</td><td class="align_center">1245</td><td class="align_center">0.2</td><td class="align_center">0</td><td class="align_center">2.24</td><td class="align_center">II</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Properties of the fine aggregate.</div>

Advances in Materials Science and Engineering

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Table 2

Table 2: Re-Alkalization Effect Experiment and a New Re-Alkalization Control Model of Carbonated Concrete 