other than sensitive marine clays, if the water content is at the liquid limit, that's typically reflective of normal consolidation.
in marine clays, it can be a bit different. If a pocket penetrometer shows undrained shear strength different than some Su/P' ratio, it could have some stress history? Certainly can't go by blow counts in sensitive marine clays!
f-d
ípapß gordo ainÆt no madre flaca!