Dynamic Response and Its Frequency Domain Characteristics of Lateritic Soil Subgrade under Traffic Load during Construction

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr class="thead"><td class="align_left">Condition number</td><td class="align_center">Uniaxial load (kN)</td><td class="align_center">Vehicle speed (km/h)</td></tr><tr><td class="thead-hr" colspan="3"><hr/></td></tr><tr><td class="align_left">#1–#3</td><td class="align_center">60</td><td class="align_center">20, 40, 60</td></tr><tr><td class="align_left">#4–#6</td><td class="align_center">100</td><td class="align_center">20, 40, 60</td></tr><tr><td class="align_left">#7–#9</td><td class="align_center">150</td><td class="align_center">20, 40, 60</td></tr><tr><td class="align_left">#10–#12</td><td class="align_center">190</td><td class="align_center">20, 40, 60</td></tr><tr class="table-tr"><td colspan="3"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Dynamic Response and Its Frequency Domain Characteristics of Lateritic Soil Subgrade under Traffic Load during Construction 