Hello everyone, I wanted to ask about the simulation of unconsolidated undrained triaxial tests in the "soil test" module: We entered a value of zero or close to zero in the " σ' xx" box (to simulate non-consolidation), then entering the other parameters…

Hi there, I have a question on how to determine the coefficient of secondary compression and the intital volumetric strain rate as part of the input parameters of the Sekiguchi-Ohta viscid model. The Material Models Manual suggests using a secondary…