criznell
Geotechnical
- Jul 2, 2008
- 1
I'm trying to get edge and center lift numbers from a third party soils test report with Volflo 1.5. The numbers from the report are very high. It seems Volflo will not work with numbers outside of the USCS Plasticity Chart.
Are these numbers even possible? If so could anyone point me toward Edge/Center lift formula's?
0-4 ft sandy clay LL=65 PL=46
4-10 ft sandy clay LL=110 PL=78
10-20ft clay LL=105 PL=76
Are these numbers even possible? If so could anyone point me toward Edge/Center lift formula's?
0-4 ft sandy clay LL=65 PL=46
4-10 ft sandy clay LL=110 PL=78
10-20ft clay LL=105 PL=76