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

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</svg> mm) along the diametrical cross-section at an advanced state of failure [<a href="/journals/mpe/2013/852875/#B28">28</a>].</table>

Mathematical Problems in Engineering

fig7

Figure 7

Figure 7: Factors Influencing Quasistatic Modeling of  Deformation and Failure in Rock-Like Solids by the Smoothed Particle Hydrodynamics Method 