Fig. 3 | International Journal of Geo-Engineering

Fig. 3

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

Fig. 3

Profiles of a raw VS measured from the downhole test; b corrected VS by an overburden stress (VS1); c cyclic stress ratio and cyclic resistance ratio (CSR and CRR, respectively); and d factor of safety against liquefaction (FSliq) at Site 1, where sand boils were not observed (non-liquefied site). The LPI is shown at the top right of (d). The sand with clay at a depth of 6 m has a fines content of 16.2%

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