Research Article
Elastoplastic Analysis of Circular Openings in Elasto-Brittle-Plastic Rock Mass Based on Logarithmic Strain
Table 2
Geometry and material property parameters.
| | Rock mass | Calculation scheme | LS | SS | | | | |
| | Hard rock | ebp ( = 0°) | 1.1436 | 1.5682 | 1.1437 | 1.5863 | | ebp ( = 30°) | 1.1436 | 2.0381 | 1.1437 | 2.0799 | | ep ( = 0°) | 1.0585 | 1.2556 | 1.0585 | 1.2557 | | ep ( = 30°) | 1.0585 | 1.3159 | 1.0585 | 1.3159 |
| | Soft rock | ebp ( = 0°) | 1.7604 | 3.9731 | 1.7615 | 4.0442 | | ebp ( = 30°) | 1.7576 | 11.9596 | 1.7615 | 12.3030 | | ep ( = 0°) | 1.1649 | 1.3635 | 1.1650 | 1.3640 | | ep ( = 30°) | 1.1649 | 1.5666 | 1.1650 | 1.5674 |
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Note. “ebp” means elastic-brittle-plastic model and “ep” means ideal elastoplastic model.
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