Thermal Stability Analysis under Embankment with Asphalt Pavement and Cement Pavement in Permafrost Regions

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="549623.fig.009a" src="https://static.hindawi.com/articles/tswj/volume-2013/549623/figures/549623.fig.009a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>The ground temperature field on March 30, 2053  </td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="549623.fig.009b" src="https://static.hindawi.com/articles/tswj/volume-2013/549623/figures/549623.fig.009b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>The ground temperature field on July 20, 2053 </td></tr></table></td></tr></table>

<table>Temperature values of the 50th year under concrete pavement and asphalt pavement (width of 12.0 m).</table>

The Scientific World Journal

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Figure 9

Figure 9: Thermal Stability Analysis under Embankment with Asphalt Pavement and Cement Pavement in Permafrost Regions 