Material | Temperature (˚C) | Material Elastic Parameters | Creep Parameter | |||
Compressive Resilience modulus/E (MPa) | Poisson’s Ratio/μ | A | n | m | ||
Thiopave modified asphalt AC-13 grade | 20 | 1180 | 0.25 | 2.235E−11 | 0.905 | −0.723 |
30 | 985 | 0.30 | 9.877E−10 | 0.816 | −0.658 | |
40 | 824 | 0.35 | 9.653E−09 | 0.698 | −0.634 | |
50 | 778 | 0.40 | 8.558E−07 | 0.349 | −0.586 | |
60 | 769 | 0.45 | 9.564E−06 | 0.251 | −0.559 | |
AC-20 Grade | 20 | 910 | 0.25 | 4.580E−11 | 0.944 | −0.596 |
30 | 752 | 0.30 | 2.461E−09 | 0.796 | −0.585 | |
40 | 600 | 0.35 | 3.673E−08 | 0.773 | −0.570 | |
50 | 440 | 0.40 | 4.802E−06 | 0.595 | −0.532 | |
60 | 380 | 0.45 | 7.778E−05 | 0.384 | −0.441 | |
Sup-25 grade | 20 | 1031 | 0.25 | 4.590E−11 | 0.922 | −0.581 |
30 | 900 | 0.30 | 3.461E−09 | 0.859 | −0.576 | |
40 | 710 | 0.35 | 1.956E−08 | 0.830 | −0.562 | |
50 | 500 | 0.40 | 1.200E−06 | 0.322 | −0.522 | |
60 | 390 | 0.45 | 3.755E−05 | 0.210 | −0.418 | |
Cement Stabilized Gravel | - | 1200 | 0.20 | - | - | - |
Lime soil | - | 300 | 0.30 | - | - | - |
Soil matrix | - | 45 | 0.35 | - | - | - |