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.008a" src="https://static.hindawi.com/articles/tswj/volume-2013/549623/figures/549623.fig.008a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>The ground temperature field on January 10, 2053  </td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="549623.fig.008b" src="https://static.hindawi.com/articles/tswj/volume-2013/549623/figures/549623.fig.008b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>The ground temperature field on March 30, 2053 </td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="549623.fig.008c" src="https://static.hindawi.com/articles/tswj/volume-2013/549623/figures/549623.fig.008c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>The ground temperature field on July 20, 2053 </td></tr></table></td></tr><tr class="fig-image" id="d"><td><img alt="549623.fig.008d" src="https://static.hindawi.com/articles/tswj/volume-2013/549623/figures/549623.fig.008d.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(d) </b>The ground temperature field on November 10, 2053 </td></tr></table></td></tr></table>

<table>Temperature values of the 50th year under concrete pavement and asphalt pavement (width of 8.5 m).</table>

The Scientific World Journal

fig8

Figure 8

Figure 8: Thermal Stability Analysis under Embankment with Asphalt Pavement and Cement Pavement in Permafrost Regions 