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

-

-

-