Table 2 The considered quantities for each case of the parametric study.
Case ID | Average Excavation depth (m) | Average local fill height (m) | Average Imported fill height (m) | Base thickness (m) | Pavement thickness (m) |
|---|---|---|---|---|---|
000 | 0.00 | 0.00 | 0.00 | 0.40 | 0.12 |
002 | 0.00 | 0.00 | 2.00 | ||
004 | 0.00 | 0.00 | 4.00 | ||
200 | 2.00 | 0.00 | 0.00 | ||
202 | 2.00 | 0.00 | 2.00 | ||
204 | 2.00 | 0.00 | 4.00 | ||
220 | 2.00 | 2.00 | 0.00 | ||
222 | 2.00 | 2.00 | 2.00 | ||
224 | 2.00 | 2.00 | 4.00 | ||
400 | 4.00 | 0.00 | 0.00 | ||
402 | 4.00 | 0.00 | 2.00 | ||
404 | 4.00 | 0.00 | 4.00 | ||
420 | 4.00 | 2.00 | 0.00 | ||
422 | 4.00 | 2.00 | 2.00 | ||
424 | 4.00 | 2.00 | 4.00 | ||
440 | 4.00 | 4.00 | 0.00 | ||
442 | 4.00 | 4.00 | 2.00 | ||
444 | 4.00 | 4.00 | 4.00 |
