Modeling the Resilient Modulus Variation of In Situ Soils due to Seasonal Moisture Content Variations

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Parameter</td><td class="align_center">Coarse-grained materials</td><td class="align_center">Fine-grained materials</td><td class="align_center">Comments</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left"><i>A</i></td><td class="align_center">−0.3123</td><td class="align_center">−0.5934</td><td class="align_center">Corresponding to modulus ratios of 2 and 2.5, respectively</td></tr><tr><td class="align_left"><i>B</i></td><td class="align_center">0.3</td><td class="align_center">0.4</td><td class="align_center">Corresponding to modulus ratios of 2 and 2.5, respectively</td></tr><tr><td class="align_left"><i>k</i><sub>m</sub></td><td class="align_center">6.8157</td><td class="align_center">6.1324</td><td class="align_center">Regression parameter</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td><div><i>a</i>, <i>b</i>, and <i>k</i><sub>m</sub> are dimensionless.<br/></div></td></tr></table>

<div>Values of <i>a</i>, <i>b</i>, and <i>k</i><sub>m</sub> for coarse-grained and fine-grained materials.</div>

Advances in Civil Engineering

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Table 1

Table 1: Modeling the Resilient Modulus Variation of In Situ Soils due to Seasonal Moisture Content Variations 