Analysis of Rainfall Erosion and Protective Measures for the Aeolian Sand Subgrade Slope of the Wuma Expressway

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Rainfall intensity (mm/d)</td><td class="align_center">Rainfall time (h)</td><td class="align_center">The total rainfall (mm)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">38.8</td><td class="align_center">6, 12, 24</td><td class="align_center">9.7, 19.4, 38.8</td></tr><tr><td class="align_left">77.6</td><td class="align_center">3, 6, 12</td><td class="align_center">9.7, 19.4, 38.8</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Simulated working condition of rain condition.</div>

Advances in Materials Science and Engineering

tab2

Table 2

Table 2: Analysis of Rainfall Erosion and Protective Measures for the Aeolian Sand Subgrade Slope of the Wuma Expressway 