Anybody out there have any opinions about the shearing rate for a consolidated, undrained triaxial test for a silt with a PI of 3, and ~5% fine sand? As would be expected, the consolidation stages were quick (relative to clay, of course) and yielded a t50 of 0.5 min. Using ASTM's recommended...
Does anybody have personal experience with a particular automated data acquisition system that they would highly recommend? I'm looking to upgrade from our current system, which has caused years of frustration, but remained the only budget-feasible option until now. At the moment, I'm leaning...
