This new model can successfully reflect the damage-induced stiffness degradation at large deformation, and can provide a theoretical basis for stability design and evaluation of underground excavation. This study shows that the simulated results using the proposed new constitutive model matched much more closely with the measured field data, with an average error less than 5%. Material constitutive of rock mass adopts the ideal elastic-plastic model, and the yield criterion adopts Drucker-Prager criteria. The cable unit was used to reflect the bolt in FLAC3D. The obtained results of these models were analyzed and compared with field data. The bottom boundary of the model was constrained, while the side boundary was constrained by normal displacement. The excavation-induced stress in rocks was calculated by FLAC 3D using the Mohr-Coulomb model, conventional strain model, and the proposed modified model. This study analyzes and discusses various attenuation parameters in the proposed nonlinear plastic constitutive model using FLAC 3D software. In order to better reflect the nonlinear stress-strain behavior of rock, especially for the post-peak failure behavior, with expected stiffness degradation and large deformation, a modified constitutive model of rock considering stiffness degradation and dilatation behavior at large deformation was proposed in this study. The existing constitutive models of rock with strain softening cannot successfully reflect the damage-induced anisotropy and nonlinearity of the post-peak failure behavior under progressive loading.
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