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Advances in Civil Engineering
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2018
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Article
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Tab 2
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Research Article
An Enhanced Generalized Plasticity Model for Coarse Granular Material considering Particle Breakage
Table 2
Parameters of the enhanced model for coarse granular soils I and II.
Soil
Coarse granular soil I
60
160
1.7
1.5
1.5
0.1
0.36
0.04
0.65
0. 00534
1.5
1.1
Coarse granular soil II
80
80
1.65
1.5
0.2
0.1
0.35
0.03
0.8
0.00194
1.5
1.1