Dec 13, 2010 #1 copernic Civil/Environmental Nov 11, 2010 9 0 0 CA Hi There, Does any one have some remarks on how can I establish equilibrium and get zero displacement when I have a 2D soil, plain stress, slope? Thank you
Hi There, Does any one have some remarks on how can I establish equilibrium and get zero displacement when I have a 2D soil, plain stress, slope? Thank you