Research Article
Prediction Model of Thermal Thawing Sensibility and Thaw Depth for Permafrost Embankment along the Qinghai-Tibet Engineering Corridor Using MODIS Data
Figure 7
The thaw depth distribution of different embankment structures in QTEC.
| (a) 26 m width roadbed |
| (b) 0 m interval of separate roadbed |
| (c) 9 m interval of separate roadbed |