Fig. 7
From: Evaluation of liquefaction potentials based on shear wave velocities in Pohang City, South Korea
Profiles of a raw VS measured by the downhole test; b VS1; c CSR and CRR; and d FSliq at Site 5, where sand boils were not observed (non-liquefied site). The LPI is shown at the top right of (d). The clayey sand with gravel at a depth of 12 m has a fines content of 26.4%