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="tab8"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><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>E</i><sub>0</sub></td><td class="align_center"><i>E</i><sub><i>∞</i></sub></td><td class="align_center"><i>R</i><sup>2</sup></td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left" rowspan="5">XM</td><td class="align_center">3.0</td><td class="align_center">0.09</td><td class="align_center">212</td><td class="align_center">2117</td><td class="align_center">0.99</td></tr><tr><td class="align_center">3.5</td><td class="align_center">0.09</td><td class="align_center">216</td><td class="align_center">2261</td><td class="align_center">0.98</td></tr><tr><td class="align_center">4.0</td><td class="align_center">0.10</td><td class="align_center">211</td><td class="align_center">2407</td><td class="align_center">0.99</td></tr><tr><td class="align_center">4.5</td><td class="align_center">0.10</td><td class="align_center">234</td><td class="align_center">2469</td><td class="align_center">0.98</td></tr><tr><td class="align_center">5.0</td><td class="align_center">0.11</td><td class="align_center">222</td><td class="align_center">2542</td><td class="align_center">0.99</td></tr><tr><td class="align_left" colspan="6"><hr/></td></tr><tr><td class="align_left" rowspan="5">GM</td><td class="align_center">3.0</td><td class="align_center">0.09</td><td class="align_center">245</td><td class="align_center">2234</td><td class="align_center">0.98</td></tr><tr><td class="align_center">3.5</td><td class="align_center">0.09</td><td class="align_center">243</td><td class="align_center">2532</td><td class="align_center">0.99</td></tr><tr><td class="align_center">4.0</td><td class="align_center">0.09</td><td class="align_center">245</td><td class="align_center">2644</td><td class="align_center">0.99</td></tr><tr><td class="align_center">4.5</td><td class="align_center">0.10</td><td class="align_center">264</td><td class="align_center">2697</td><td class="align_center">0.99</td></tr><tr><td class="align_center">5.0</td><td class="align_center">0.11</td><td class="align_center">268</td><td class="align_center">2695</td><td class="align_center">0.99</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Parameters of growth equation of compression modulus of resilience of CSCG.</div>

Advances in Civil Engineering

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Table 8

Table 8: 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 8 | Effects of Cement Content, Curing Period, Gradation, and Compaction Degree on Mechanical Behavior of Cement-Stabilized Crushed Gravel Produced via Vertical Vibration Test Method 