Factors Influencing Quasistatic Modeling of Deformation and Failure in Rock-Like Solids by the Smoothed Particle Hydrodynamics Method

Figure 1

Three types of SPH based numerical model for the cubic UC test (each SPH particle is shown by a sphere of a radius ℎ).

(a)  Type-A (20×20×20 particles)

(b) Type-B (30×30×30 particles)

(c) Type-C (40×40×40 particles)