The 'Norton Double Power Creep Model (N2PC), extended with Mohr-Coulomb and Tension cut-off failure criterion (N2PC-MCT)’ is an elasto-plastic viscoplastic constitutive model for rocks. This model is particularly useful for studying both the time-dependent (long-term) deformation and stress analysis to predict failure and damage of rock structures. In this month’s Geotechnical Analysis Coffee Corner, we will:
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