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Non-invasive geophysical methods have been used to estimate the shear wave velocities of soil layers in order to interpret physical properties such as stiffness and liquefaction potential of the soil. Applications using the surface waves started in the fifties with the geophysical method Steady State Rayleigh SSRM. In particular, surface wave methods (using active or passive source) have been applied since the 1980s (Nazarian and Stokoe, 1986) and Comparison of mean shear wave velocity of the top 30 m using downhole, MASW and bender elements methods