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Table 7 Sample mechanistic results using one and two-layered pavement systems
P (kN) | a (cm) | F1 | h1 (cm) | F2 | h2 (cm) |
|---|---|---|---|---|---|
26.66 (6@) | 12.42 (4.89#) | 0.51 | 34.34 (13.52#) | 0.34 | 9.94 (3.91#) |
31.11 (7) | 13.41 (5.28) | 0.47 | 40.36 (15.89) | 0.32 | 11.80 (4.65) |
35.55 (8) | 14.33 (5.64) | 0.44 | 46.33 (18.24) | 0.30 | 13.75 (5.41) |
40.00 (9) | 15.19 (5.98) | 0.42 | 52.35 (20.61) | 0.28 | 15.95 (6.28) |
44.44 (10) | 16.03 (6.31) | 0.40 | 58.55 (23.05) | 0.26 | 18.74 (7.38) |
48.88 (11) | 16.81 (6.62) | 0.38 | 64.57 (25.42) | 0.25 | 20.68 (8.14) |
53.33 (12) | 17.55 (6.91) | 0.36 | 70.59 (27.79) | 0.24 | 22.45 (8.84) |