Effects of Cement Content, Curing Period, Gradation, and Compaction Degree on Mechanical Behavior of Cement-Stabilized Crushed Gravel Produced via Vertical Vibration Test Method

<table class="table-group" id="tab7"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Gradation types</td><td class="align_center">Cement dosage (%)</td><td class="align_center"><i>A</i></td><td class="align_center"><i>R</i><sub><i>i</i>∞</sub></td><td class="align_center"><i>R</i><sup>2</sup></td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left" rowspan="5">XM</td><td class="align_center">3.0</td><td class="align_center">0.12</td><td class="align_center">0.96</td><td class="align_center">0.99</td></tr><tr><td class="align_center">3.5</td><td class="align_center">0.15</td><td class="align_center">1.02</td><td class="align_center">0.99</td></tr><tr><td class="align_center">4.0</td><td class="align_center">0.14</td><td class="align_center">1.05</td><td class="align_center">0.99</td></tr><tr><td class="align_center">4.5</td><td class="align_center">0.13</td><td class="align_center">1.08</td><td class="align_center">0.99</td></tr><tr><td class="align_center">5.0</td><td class="align_center">0.18</td><td class="align_center">1.12</td><td class="align_center">0.99</td></tr><tr><td class="align_left" colspan="5"><hr/></td></tr><tr><td class="align_left" rowspan="5">GM</td><td class="align_center">3.0</td><td class="align_center">0.11</td><td class="align_center">1.01</td><td class="align_center">0.99</td></tr><tr><td class="align_center">3.5</td><td class="align_center">0.11</td><td class="align_center">1.08</td><td class="align_center">0.99</td></tr><tr><td class="align_center">4.0</td><td class="align_center">0.10</td><td class="align_center">1.16</td><td class="align_center">0.99</td></tr><tr><td class="align_center">4.5</td><td class="align_center">0.11</td><td class="align_center">1.23</td><td class="align_center">0.98</td></tr><tr><td class="align_center">5.0</td><td class="align_center">0.15</td><td class="align_center">1.23</td><td class="align_center">0.99</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of growth equation of splitting strength of CSCG.</div>

Advances in Civil Engineering

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Table 7

Table 7: Effects of Cement Content, Curing Period, Gradation, and Compaction Degree on Mechanical Behavior of Cement-Stabilized Crushed Gravel Produced via Vertical Vibration Test Method 

Table 7 | Effects of Cement Content, Curing Period, Gradation, and Compaction Degree on Mechanical Behavior of Cement-Stabilized Crushed Gravel Produced via Vertical Vibration Test Method 