Hi all, The material model stated that Eo is needed to be used for the soil with high linear elastic region and E50 for all loading cases and Eur for the problems like excavation and tunneling. My question is if the deviatoric loading is in the linear…

I have tried validating PLAXIS 2D for the very simple case of a block connected through a linear-elastic perfectly plastic Mohr Coulomb interface to an oscillating base. The model consists in a large soil cluster of linear elastic material (the oscillating…

Hello sir: How to calculate Einc and E in mohr model in plaxis using this equation in the picture?