Hi all, I have a project where the contractor struggles to meet the moisture content specification for a compacted sand fill. The specification is 95% of SMDD, -3% to +3% of OMC. The contractor easily meets the density ratio, but is often out of the OMC range on the dry side. I know that...
Hi all,
Can someone please enlighten me as to the correct way of calculating the undrained strength ratio (Su/σv0’) from the results of CU (compression) triaxial tests?
Not a single textbook or course notes I have seen actually describes how to do this, yet all the time in the literature you...