Evaluation of Resilient Modulus of Subgrade and Base Materials in Indiana and Its Implementation in MEPDG

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="372838.fig.002a" src="https://static.hindawi.com/articles/tswj/volume-2014/372838/figures/372838.fig.002a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Weak subgrade (35 kPa)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="372838.fig.002b" src="https://static.hindawi.com/articles/tswj/volume-2014/372838/figures/372838.fig.002b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Moderate subgrade (70 kPa)</td></tr></table></td></tr></table>

<table>Stress level at the top of the subgrade.</table>

The Scientific World Journal

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Figure 2

Figure 2: Evaluation of Resilient Modulus of Subgrade and Base Materials in Indiana and Its Implementation in MEPDG 