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Advances in Civil Engineering
/
2019
/
Article
/
Tab 1
/
Research Article
Field Test and Numerical Simulation of Dynamic Compaction of High Embankment Filled with Soil-Rock
Table 1
The physical and mechanical parameters of the filling.
Density (kg/m
3
)
Elastic modulus (MPa)
Poisson’s ratio
Cohesion (kPa)
Internal friction angle (°)
2500
38
0.29
5
33