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.007a" src="https://static.hindawi.com/articles/tswj/volume-2013/549623/figures/549623.fig.007a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>A pavement with a width of 8.5 m   </td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="549623.fig.007b" src="https://static.hindawi.com/articles/tswj/volume-2013/549623/figures/549623.fig.007b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>A pavement with a width of 12.0 m </td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="549623.fig.007c" src="https://static.hindawi.com/articles/tswj/volume-2013/549623/figures/549623.fig.007c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>A pavement with a width of 22.5 m </td></tr></table></td></tr></table>

<table>The maximum thawed depth difference value under concrete pavements and asphalt pavements versus service time curve under different pavement width.</table>

The Scientific World Journal

fig7

Figure 7

Figure 7: Thermal Stability Analysis under Embankment with Asphalt Pavement and Cement Pavement in Permafrost Regions 