Research Article
Factors Influencing Quasistatic Modeling of Deformation and Failure in Rock-Like Solids by the Smoothed Particle Hydrodynamics Method
Table 1
Elastic UC analysis programme.
| Series | Particle distribution | Particle momentum equation | value | variable |
| 1 | Type-A, Type-B, Type-C | Formula III | 1.0 | Equation (10) | 2 | Type-B | Formulas I–IV | 1.0 | Equation (10) | 3 | Type-B | Formula III | 1.0, 1.1, 1.2 | Equation (10) | 4 | Type-B | Formula III | 1.0 | Equations (10) and (11) |
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