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

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="852875.fig.003a" src="https://static.hindawi.com/articles/mpe/volume-2013/852875/figures/852875.fig.003a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Side view</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="852875.fig.003b" src="https://static.hindawi.com/articles/mpe/volume-2013/852875/figures/852875.fig.003b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Horizontal section view</td></tr></table></td></tr></table>

<table>SPH model for the marble UC tests.</table>

Mathematical Problems in Engineering

fig3

Figure 3

Figure 3: Factors Influencing Quasistatic Modeling of  Deformation and Failure in Rock-Like Solids by the Smoothed Particle Hydrodynamics Method 