Research Article
Research on the Strength Prediction Model of Softened Mudstone Based on Triaxial Compressive Test of Rock
Table 2
Calculation expression of the strength criterion under different water content.
| Strength criterion | Water content (%) | Evaluate expression |
| Mohr–Coulomb | 0 | | 10.1 | | 12.5 | | 14.1 | |
| Hoek–Brown | 0 | | 10.1 | | 12.5 | | 14.1 | |
| Generalized Hoek–Brown | 0 | | 10.1 | | 12.5 | | 14.1 | |
| Bieniawski (single-parameter) | 0 | | 10.1 | | 12.5 | | 14.1 | |
| Bieniawski (two-parameter) | 0 | | 10.1 | | 12.5 | | 14.1 | |
| Bieniawski (three-parameter) | 0 | | 10.1 | | 12.5 | | 14.1 | |
| Rocker | 0 | | 10.1 | | 12.5 | | 14.1 | |
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