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Advances in Civil Engineering
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2018
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Article
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Tab 6
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Research Article
Pavement Analysis and Design by Multiphysics Reconstructing Algorithm for the Virtual Asphalt Mixture Based on the Discrete-Element Method
Table 6
Microparameters of selected constitutive models for particles and walls.
ā
Normal stiffness,
(N/m)
Shear stiffness,
(N/m)
Friction coefficient
4.75
2.2
e
6
1.5
e
6
0.6
9.5
2.5
e
6
2.5
e
6
0.55
13.2
1.2
e
6
1.2
e
6
0.5
16
1.8
e
6
1.8
e
6
0.4
Wall
1
e
10
1
e
10
0.35