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

Figure 9

Comparison of predicted damage distribution at 𝑢_𝑧=0.31 mm along the diametrical section of the marble UC test model using different 𝑘 values (Formula III is adopted).

(a) 𝑘=1.1

(b) 𝑘=1.2