Research Article
Calibration on MEPDG Low Temperature Cracking Model and Recommendation on Asphalt Pavement Structures in Seasonal Frozen Region of China
Table 2
Base combinations for multiple factor sensitivity analysis.
| | Symbol | Combination of base layers |
| | a | 20 cm cement stabilized gravel | | b | 20 cm crushed stone | | c | 20 cm asphalt treated crushed stone | | d | 10 cm cement stabilized gravel + 10 cm crushed stone | | e | 8 cm cement stabilized gravel + 12 cm crushed stone | | f | 12 cm cement stabilized gravel + 8 cm crushed stone |
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