Abstract:At present, Chinese seismic design codes for engineering projects classify site conditions primarily by their equivalent shear wave velocity at a depth of 20 m below the surface, which is referred to as VS20. However, the parameter widely used abroad in seismic design codes is the equivalent shear wave velocity at a depth of 30 m below the surface, VS30. This non-standardized parameter has led to inaccurate site condition descriptions when foreign models for earthquake engineering or seismic resistance are applied to Chinese engineering projects. Several methods have been used in an attempt to estimate VS30 from site profiles with 20 m-deep boreholes for strong motion stations located in the Sichuan and Gansu Provinces. These estimation methods include: extrapolation (constant and gradient), Geomatrix site classification correlation via shear-wave velocity, and remote sensing (terrain and topography). In this study, gradient extrapolation was the preferred estimation method for sites with shear-wave velocity profile data. When combined with Geomatrix site classification, the average VS30 for each site was derived from 147 estimated VS30. Thus, gradient extrapolation followed by Geomatrix site classification can be used to assign a VS30 to a site without 30 m-deep borehole data, unifying global engineering design codes.