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Advances in Civil Engineering
/
2020
/
Article
/
Tab 3
/
Research Article
Dynamic Response of Rock Slopes under Obliquely Incident Seismic Waves
Table 3
Material parameters.
Parameters
Density (kg/m
3
)
Elastic module (GPa)
Poisson’s ratio
Slope height (m)
L (m)
Value
2500
20
0.25
100
300