Research Article
An Optimization Model for Design of Asphalt Pavements Based on IHAP Code Number 234
Table 4
Design parameters for developing design charts.
| Parameter | Value | Parameter | Value | Parameter | Value |
| | 0.44 | | 1960 kg/cm2 | | 0.5 kg/m2 | | 0.32 | | 1050 kg/cm2 | | Table 2 | | 0.13 | | 4.2 | | Table 2 | | 0.13 | | Table 1 | | 15 cm | | 0.35 | | Table 1 | | 7.5 cm |
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Drainage coefficient for all layers is assumed to be equal to 1.
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