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Shock and Vibration
/
2020
/
Article
/
Tab 4
/
Research Article
Dynamic Response Characteristics of the Structures under Excavation by High-Efficiency Blasting in the Urban Ultradeep Foundation Pit
Table 4
Rock material parameters.
Variable
Mass density (RO)
Young’s modulus (
E
)
Poisson’s ratio (PR)
Yield stress (SIGY)
Units
kg/m³
GPa
—
GPa
Value
2430
48.3
0.26
3.0
E
− 2