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

Figure 6

Variations of the maximum thawed depth and temperature value of the 50th year under concrete pavement and asphalt pavement (width of 8.5 m).

(a) An embankment with a height of 1.5 m  

(b) An embankment with a height of 2.0 m

(c) An embankment with a height of 2.5 m

(d) An embankment with a height of 3 m