The spectral analysis of surface waves (SASW) method is a nondestructi
ve in situ seismic testing method for determining shear wave velocity
profiles of soil sites and stiffness profiles of pavement systems. The
key steps involved are construction of an experimental dispersion cur
ve from data collected in situ, and inversion of the dispersion curve
to determine the stiffness profile. In this paper, an automated method
for the construction of dispersion curves is discussed. Weighted leas
t-squares best-fit solution is used to estimate the phase at each freq
uency with coherence as weighing function. By knowing the distance bet
ween the receivers and the phase at each frequency, phase velocity and
wavelength associated with that frequency are calculated. These raw d
ata are then combined using the least-absolute-value best-fit criterio
n to construct a dispersion curve. The inversion process for determina
tion of stiffness profile from the dispersion curve is described in a
companion paper.