Dear all,
I know we can model soil materials as drained and undrained materials. As far as I know even if the rock units are under a water body, probably it is still will be drained. Are there conditions where the rock material can be modelled in an undrained condition?
Thank you Jamal. I switched this post to a discussion, and all the fellow geotechnical engineers can share their thoughts.
Thank you mr. stefanos, whats your opinion?
And also @denniswaterman.
Dennis Waterman