Hi There,
I am going to model a 3D soil nail wall as 2D plane strain and wondering to know what modification I should make in nail's "E,A,...." and coefficient factor between soil and nail to equivalent 3D problem to 2D.
I highly appreciate your help
Thank you
I am going to model a 3D soil nail wall as 2D plane strain and wondering to know what modification I should make in nail's "E,A,...." and coefficient factor between soil and nail to equivalent 3D problem to 2D.
I highly appreciate your help
Thank you