Limit Equilibrium or Strength Deformation Analysis on Residual Strength
Limit Equilibrium or Strength Deformation Analysis on Residual Strength
(OP)
I will be analyzing the slope of an embankment over soft clays. It has been probably 2 years since the embankment was built and it shows many cracks -probably because it has slid a little bit- and I believe the clay under the embankment may have reached its residual strength. Can I perform a limit equilibrium analysis? What considerations should I take?
Thanks!
Thanks!





RE: Limit Equilibrium or Strength Deformation Analysis on Residual Strength
Mike Lambert