Research Article
Study of the Permanent Deformation of Soil Used in Flexible Pavement Design
Table 7
Total values of PD and WTS obtained in the design.
| Occurrence | Design time (years) | Pavements designed (types of coatings) | DST | HMBC1 | HMBC2 |
| PD (mm) | 10 | 7.36 | 11.31 | 12.60 | CA (%) | 18.0 | 0.07 | 0.0 |
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