Research Article
Elastoplastic Analysis of Circular Openings in Elasto-Brittle-Plastic Rock Mass Based on Logarithmic Strain
Table 1
Geometry and material property parameters.
| | Types of rock | Hard rock | Soft rock |
| | Radius of opening, (m) | 1 | 1 | | Initial stress, (MPa) | 1 | 1 | | Supporting pressure, (MPa) | 0 | 0 | | Young’s modulus, (GPa) | 50 | 5 | | Poisson ratio, (-) | 0.2 | 0.2 | | Dilation angle, (Deg) | 0,30 | 0,30 | | (MPa) | 0.173 | 0.276 | | (Deg) | 55 | 35 | | (MPa) | 0.061 | 0.055 | | (Deg) | 52 | 30 |
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