A Methodology for Determination of Resilient Modulus of Asphaltic Concrete

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td align="left">Specimen</td><td align="center"><svg height="14.5875" id="M51" style="vertical-align:-3.22282pt" version="1.1" viewbox="0 0 39.912498 14.5875" width="39.912498" xmlns="http://www.w3.org/2000/svg">
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<g transform="translate(72,-60.33)">
<text transform="matrix(1,0,0,-1,-71.95,63.6)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝐺</tspan>
</text>
<text transform="matrix(1,0,0,-1,-62.77,60.47)">
<tspan style="font-size: 8.75px; " x="0" y="0">m</tspan>
<tspan style="font-size: 8.75px; " x="6.8090558" y="0">a</tspan>
<tspan style="font-size: 8.75px; " x="10.694944" y="0">x</tspan>
</text>
</g>
</g>
</svg> [MPa]</td><td align="center"><svg height="14.35" id="M52" style="vertical-align:-3.22282pt" version="1.1" viewbox="0 0 39.599998 14.35" width="39.599998" xmlns="http://www.w3.org/2000/svg">
<g transform="matrix(1.25,0,0,-1.25,0,14.35)">
<g transform="translate(72,-60.52)">
<text transform="matrix(1,0,0,-1,-71.95,63.79)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝐸</tspan>
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<text transform="matrix(1,0,0,-1,-63.02,60.66)">
<tspan style="font-size: 8.75px; " x="0" y="0">m</tspan>
<tspan style="font-size: 8.75px; " x="6.8090558" y="0">a</tspan>
<tspan style="font-size: 8.75px; " x="10.694944" y="0">x</tspan>
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</g>
</svg>[MPa]</td><td align="center"><svg height="14.2375" id="M53" style="vertical-align:-3.13504pt" version="1.1" viewbox="0 0 29.762501 14.2375" width="29.762501" xmlns="http://www.w3.org/2000/svg">
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<g transform="translate(72,-60.61)">
<text transform="matrix(1,0,0,-1,-71.95,63.79)">
<tspan style="font-size: 12.50px; " x="0" y="0">𝑀</tspan>
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<text transform="matrix(1,0,0,-1,-59.38,60.66)">
<tspan style="font-size: 8.75px; " x="0" y="0">𝑅</tspan>
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</svg> [MPa]</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td align="left">DAC1</td><td align="center">775</td><td align="center">2170</td><td align="center">1693</td></tr><tr><td align="left">DAC2</td><td align="center">493</td><td align="center">1381</td><td align="center">971</td></tr><tr><td align="left">SDAC1</td><td align="center">249</td><td align="center">698</td><td align="center">748</td></tr><tr><td align="left">SDAC2</td><td align="center">387</td><td align="center">1085</td><td align="center">796</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Shear, elastic, and resilient modulli of different specimens.

Advances in Civil Engineering

tab2

Table 2

Table 2: A Methodology for Determination of Resilient Modulus of Asphaltic Concrete 