Fatigue Properties of Layered Double Hydroxides Modified Asphalt and Its Mixture

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left">Temperature [°C]</td><td align="center">5</td></tr><tr><td align="left">Frequency [Hz]</td><td align="center">2</td></tr><tr><td align="left">Stress ratio* [5°C]</td><td align="center">0.4, 0.5, 0.6, 0.65 </td></tr><tr><td align="left">Waveform</td><td align="center">A haversine plus a rest period</td></tr><tr><td align="left">Pulse width [ms]</td><td align="center">63</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><svg height="13.75" id="M6" style="vertical-align:-0.0pt" version="1.1" viewbox="0 0 7.7375002 13.75" width="7.7375002" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg>Stress ratio is the ratio of the loading stress and cleavage strength.<br/></td></tr></table>

Detailed parameters used in the mixture fatigue test.

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Table 4

Table 4: Fatigue Properties of Layered Double Hydroxides Modified Asphalt and Its Mixture 