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CPT data without any dissipation test, how to calculate GWL
Hi All, just received a bunch of cone data and they have not done any dissipations (So all U is Umax, no Ufinal). I have done drilling so can infer soil/drainage characteristics. I have some thicker strata of free draining sand to work off of. is there any way to reliably calculate Ground Water...- promken
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- Forum: Soil testing engineering
