qhtony
Civil/Environmental
- Oct 15, 2008
- 34
Hi Guys,
Got a problem that has annoyed me for a while. I understand drained Young's Modulus E' of clay can be obtained from Oedometer consolidation test in the Lab; and there are also many published correlations between CPT qc, relative density and E' for SAND. However, I was wondering if there way to estimate E' of CLAY from CPT, SPT or other methods rather than laboratory testing? This is because we don't always have Oedometer or 1D consolidation test data for every single project...
Got a problem that has annoyed me for a while. I understand drained Young's Modulus E' of clay can be obtained from Oedometer consolidation test in the Lab; and there are also many published correlations between CPT qc, relative density and E' for SAND. However, I was wondering if there way to estimate E' of CLAY from CPT, SPT or other methods rather than laboratory testing? This is because we don't always have Oedometer or 1D consolidation test data for every single project...