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Advances in Civil Engineering
/
2019
/
Article
/
Tab 1
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Research Article
Numerical Study on Zonal Disintegration of Deep Rock Mass Using Three-Dimensional Bonded Block Model
Table 1
Mechanics properties of the intact rock.
Material type
Density (kN/
)
Young’s modulus (GPa)
Poisson’s ratio
Sandstone
2500
3.55
0.26