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.

SeriesParticle distributionParticle momentum equation value variable

1Type-A, Type-B, Type-CFormula III1.0Equation (10)
2Type-BFormulas I–IV1.0Equation (10)
3Type-BFormula III1.0, 1.1, 1.2Equation (10)
4Type-BFormula III1.0Equations (10) and (11)