Application Research of New Cementitious Composite Materials in Saline Soil Subgrade Aseismic Strengthening

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr class="thead"><td class="align_center" colspan="2">Curing ages</td><td class="align_center">7 d</td><td class="align_center">14 d</td><td class="align_center">28 d</td><td class="align_center">56 d</td><td class="align_center">90 d</td><td class="align_center">180 d</td><td class="align_center">360 d</td></tr><tr><td class="thead-hr" colspan="9"><hr/></td></tr><tr><td class="align_left" rowspan="2">Serial number of the specimens</td><td class="align_center">Specimens solidified by the new cementitious composite materials</td><td class="align_center">A-1</td><td class="align_center">A-2</td><td class="align_center">A-3</td><td class="align_center">A-4</td><td class="align_center">A-5</td><td class="align_center">A-6</td><td class="align_center">A-7</td></tr><tr><td class="align_center">Specimens solidified by cement</td><td class="align_center">B-1</td><td class="align_center">B-2</td><td class="align_center">B-3</td><td class="align_center">B-4</td><td class="align_center">B-5</td><td class="align_center">B-6</td><td class="align_center">B-7</td></tr><tr class="table-tr"><td colspan="9"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 5

Table 5: Application Research of New Cementitious Composite Materials in Saline Soil Subgrade Aseismic Strengthening 