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

<table>Input pressure stress versus volumetric strain curve for the marble UC model (the slope of each unload/reload curve denotes the bulk unload/reload modulus at the historically reached peak volumetric strain level).</table>

Mathematical Problems in Engineering

fig4

Figure 4

Figure 4: Factors Influencing Quasistatic Modeling of  Deformation and Failure in Rock-Like Solids by the Smoothed Particle Hydrodynamics Method 