Reinforcement of Recycled Foamed Asphalt Using Short Polypropylene Fibers

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td align="left">Source</td><td align="center">DF</td><td align="center">Sum of squares</td><td align="center">Mean square</td><td align="center"><svg height="11.175" id="M9" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 10.7 11.175" width="10.7" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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t29.5 81.5l72 387l7.5 40.5t1 26.5t-4 18t-15.5 10t-24 6t-37 4l8 28h461z" id="x1D439"></path></g>
</svg> value</td><td align="center"><span style="width: 45.837502px;"><svg height="11.225" id="M10" style="vertical-align:-0.04095pt" version="1.1" viewbox="0 0 45.837502 11.225" width="45.837502" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
<g transform="matrix(.017,-0,0,-.017,.062,11.113)"><path d="M46 650h247q112 0 169 -41q64 -49 64 -141q0 -91 -56.5 -143t-138.5 -62q-23 -3 -45 -1l-74 19v-157q0 -63 15.5 -77t83.5 -19v-28h-271v28q60 5 74 20t14 77v400q0 65 -12.5 79t-69.5 18v28zM212 559v-245q31 -12 73 -12q59 0 102 38t43 124q0 77 -42.5 115.5
t-108.5 38.5q-44 0 -56 -12q-11 -8 -11 -47z" id="x50"></path></g><g transform="matrix(.017,-0,0,-.017,9.48,11.113)"><path d="M181 342h2q63 107 121 107q24 0 41 -16t17 -34q0 -34 -32 -49q-17 -7 -26 2q-21 20 -43 20q-20 0 -42 -22t-38 -63v-183q0 -50 12.5 -62t69.5 -16v-26h-230v26q47 5 58 17t11 61v207q0 49 -9 60.5t-53 16.5v23q74 12 141 40v-109z" id="x72"></path></g><g transform="matrix(.017,-0,0,-.017,20.495,11.113)"><path d="M512 230l-437 -233v58l378 199v2l-378 200v58l437 -233v-51z" id="x3E"></path></g><g transform="matrix(.017,-0,0,-.017,35.199,11.113)"><path d="M599 650l-18 -160l-30 -2q-2 70 -11 94q-5 16 -26 24t-75 8h-94q-27 0 -33.5 -6.5t-12.5 -32.5l-43 -226h108q52 0 72.5 5t31 18t28.5 52h28l-40 -200h-28q-1 42 -6 56.5t-24.5 21t-70.5 6.5h-108l-32 -177q-13 -65 1 -80.5t88 -22.5l-8 -28h-279l6 28q61 5 77.5 20.5
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</svg></span></td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td align="left">Mixture</td><td align="center">4</td><td align="center">9754400</td><td align="center">2438600</td><td align="center">220.09</td><td align="center">&lt;0.0001</td></tr><tr><td align="left">Error </td><td align="center">20</td><td align="center">221600</td><td align="center">11080</td><td align="center"> </td><td align="center"> </td></tr><tr><td align="left" colspan="6"><hr/></td></tr><tr><td align="left">Corrected  total</td><td align="center">24</td><td align="center">9976000</td><td align="center"> </td><td align="center"> </td><td align="center"> </td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Analysis of variable result for Marshall stability.

Advances in Materials Science and Engineering

tab4

Table 4

Table 4: Reinforcement of Recycled Foamed Asphalt Using Short Polypropylene Fibers 