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

Figure 6

Numerical results of progressive damage distribution at typical levels of top compression (𝑢_𝑧) along the diametrical section of the marble UC test model (the case using Formula III and ℎ variable 𝐼 was chosen).

(a) 𝑢_𝑧=0.26 mm

(b) 𝑢_𝑧=0.27 mm

(c) 𝑢_𝑧=0.28 mm

(d) 𝑢_𝑧=0.29 mm

(e) 𝑢_𝑧=0.30 mm

(f) 𝑢_𝑧=0.31 mm

(g) 𝑢_𝑧=0.39 mm

(h) 𝑢_𝑧=0.71 mm