I am modelling a tunnel in rock using ABAQUS. Material non-linearity has been considered by using a UMAT subroutine.

Now, I want to consider large deformation and finite strain in this analysis. For this purpose what should I do? Will it be enough to switch on the 'Nlgeon' option only or do I need to modify the UMAT subroutine also for considering large deformation and finite strain in analysis?

I would greatly appreciate your answers.

Thank you.

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