Research Article
Study on Optimization of Delay Method of Wedge Cut Blasting in Tunnel
Table 3
Limestone HJC model parameters.
| Parameter | Value | Parameter | Value |
| Mass density (kg/m3) | 2 300 | Crushing pressure (MPa) | 20 | Shear modulus (MPa) | 10 093 | Fracture volume strain | 0.00125 | Standardized bond strength | 0.55 | Locking pressure (GPa) | 2 | Normalized pressure hardening | 1.23 | Locked volume strain | 0.174 | Strain rate factor | 0.009 7 | Damage constant D1 | 0.04 | Pressure hardening index | 0.89 | Damage constant D2 | 1 | Quasistatic uniaxial compressive strength (MPa) | 60 | Pressure constant K1 (GPa) | 39 | Maximum stretching hydrostatic pressure (MPa) | 4 | Pressure constant K2 (GPa) | ā223 | Plastic strain before fracture (MPa) | 0.01 | Pressure constant K3 (GPa) | 550 |
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