Jan 3, 2012 #1 scottm8 Civil/Environmental Joined Jun 7, 2011 Messages 10 Looking for some guidance on how to specify an appropriate saturation load for a time-rate of consolidation test on very soft soil with low hydraulic conductivity. Anyone know of any? Thanks!
Looking for some guidance on how to specify an appropriate saturation load for a time-rate of consolidation test on very soft soil with low hydraulic conductivity. Anyone know of any? Thanks!