“…The applicability of High Resolution (HR) shallow reflection to engineering problems is strictly related to the possibility of obtaining good S/N ratio for shallow reflections either for P-wave (Steeples and Miller, 1998) or SH-wave (Haines and Ellefsen, 2010;Krawczyk et al, 2013) investigation. Conversely, it is well known that seismic refraction works only when seismic velocity is continuously increasing with depth (Pelton, 2005); because of this limitation, conventional refraction interpretation has now been superseded by first arrival tomography in most engineering applications (Paasche et al, 2013). In recent years, surface wave methods (Socco and Strobbia, 2004) have gained attention for the estimation of the S-wave profile for geotechnical applications (Park, 2013) and in the safety assessment of existing embankments (Karl et al, 2011;Pérez-Santisteban et al, 2011) although they provide 1-D shear wave profiles.…”