of Western Australia[15] Three-Dimensional Analysis of Pit Slope Stability in Anisotropic Rock Masses[16] Three-dimensional limit equilibrium slope stability analyses, method, and design acceptance
from abaqus import * from abaqusConstants import * backwardCompatibility.setValues(includeDeprecated=True,reportDeprecated=False) # Create a model. myModel = mdb.Model(name='Beam') # Create a new viewport