Fig. 4 | International Journal of Geo-Engineering

Fig. 4

From: Evaluation of liquefaction potentials based on shear wave velocities in Pohang City, South Korea

Fig. 4

Profiles of a raw VS measured from the downhole test and suspension PS logging (V SS and V DS , respectively); b VS1; c cyclic stress ratio and cyclic resistance ratio by the downhole test (CSRD and CRRD, respectively); d cyclic stress ratio and cyclic resistance ratio by suspension PS logging (CSRS and CRRS, respectively); and e FSliq by downhole test and suspension PS logging (FSD and FSS, respectively) at Site 2, where sand boils were observed (liquefied site). The LPI is shown at the top right of (e). The sand at a depth of 9 m has a fines content of 13.4%

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