Calculation and Control Methods for Equivalent Resilient Modulus of Subgrade Based on Nonuniform Distribution of Stress

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Calculation condition</td><td class="align_center">Parameter values</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Modulus of subgrade soil (MPa)</td><td class="align_center">20, 40, 60, 80, 100, 120</td></tr><tr><td class="align_left">Modulus of overlays (MPa)</td><td class="align_center">50, 100, 200, 300, 400, 500</td></tr><tr><td class="align_left">Thickness of overlays (cm)</td><td class="align_center">10, 20, 30, 40, 50, 60, 70, 80</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Calculation conditions under different modulus values of subgrade soil and modulus values and thicknesses of overlays.</div>

Advances in Civil Engineering

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Table 3

Table 3: Calculation and Control Methods for Equivalent Resilient Modulus of Subgrade Based on Nonuniform Distribution of Stress 