Thread Reply

Gopal Bansal
2018-10-10 03:27:10

It appears that the selection of consolidation pressure is independent of in-situ soil stress theoretically.
However, this may not be correct because the actual shear strength envelopes for soils are non-linear over a wide range of stresses.
Therefore, consolidation pressure corresponding to the range of stresses relevant to site condition should be adopted.

Leave an Answer

: Login to reply Protection Status