Madziwa
Geotechnical
- Aug 5, 2003
- 12
Previously I have been given a correlation of SPT "N" = (Sum of DCP blowcount over 300mm[1foot])/1.5.
Has this been updated?
Also has anyone seen a realistic correlation from SPT "N" to shear strength?
Gareth Williams
Geotechnical Engineer,
Auckland New Zealand
Has this been updated?
Also has anyone seen a realistic correlation from SPT "N" to shear strength?
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Gareth Williams
Geotechnical Engineer,
Auckland New Zealand