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This paper presents a new empirical method for evaluating liquefaction-induced settlement based on shear wave velocity (Vs) in saturated sands, addressing a gap in existing research that primarily relies on standard penetration tests (SPT) and cone penetration tests (CPT). The proposed procedure includes calculating the factor of safety against liquefaction, maximum shear strain, and post-liquefaction volumetric strain, with results compared to observed data and traditional methods. This approach offers a c

Author

Max J

Language

EN