Spt Cpt Correlations
SPT blow count (N-value) and CPT cone resistance (qc) correlations to engineering properties — friction angle, relative density, undrained shear strength, and elastic modulus by soil type and density class
Attributes
n_value_minblows/ft
n_value_maxblows/ft
qc_min_tsftsf
qc_max_tsftsf
qc_typical_tsftsf
density_consistency
relative_density_pct_min%
relative_density_pct_max%
friction_angle_deg_mindeg
friction_angle_deg_maxdeg
friction_angle_deg_typicaldeg
su_psf_minpsf
su_psf_maxpsf
elastic_modulus_tsf_mintsf
elastic_modulus_tsf_maxtsf
notes
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