“…Of the many constitutive soil models available in LS‐DYNA, the elastoplastic soil model was chosen, as well as the 147 material MAT_FHWA_SOIL. The Drucker‐Prager yield criterion was added to the Mohr‐Coulomb yield criterion because it describes the soil behavior more realistically and avoids the singularity of the Mohr‐Coulomb yield criterion from affecting the convergence (Sun.,
2014). The unmodified or standard Mohr‐Coulomb yield criterion is described by Equation () (Guo et al., 2006):
where P is pressure in Pascal, ϕ is soil internal‐friction angle in radians, J 2 is the second invariant of skew part of the stress tensor, F is yield surface force, K ( α ) is tensor plane function angle, and C is the soil cohesion.…”