ONENGINEER
Geotechnical
- Oct 13, 2011
- 284
Normally here is the SPT published procedure:
The sample tube is driven 150 mm into the ground and then the number of blows needed for the tube to penetrate each 150 mm (6 in) up to a depth of 450 mm (18 in) is recorded. The sum of the number of blows required for the second and third 6 in. of penetration is termed the "standard penetration resistance" or the "N-value".
The software I use asks for penetration up to 24 in. In that case what would be the SPT blow count. 2nd+3rd or 3rd+4th or...
Thank you.