Show simple item record

contributor authorSoheil Nazarian
contributor authorMilind R. Desai
date accessioned2017-05-08T20:36:58Z
date available2017-05-08T20:36:58Z
date copyrightJuly 1993
date issued1993
identifier other%28asce%290733-9410%281993%29119%3A7%281094%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/21285
description abstractThe spectral analysis of surface waves (SASW) method is a nondestructive 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 curve 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 least‐squares best‐fit solution is used to estimate the phase at each frequency with coherence as weighing function. By knowing the distance between the receivers and the phase at each frequency, phase velocity and wavelength associated with that frequency are calculated. These raw data are then combined using the least‐absolute‐valuebest‐fit criterion to construct a dispersion curve. The inversion process for determination of stiffness profile from the dispersion curve is described in a companion paper.
publisherAmerican Society of Civil Engineers
titleAutomated Surface Wave Method: Field Testing
typeJournal Paper
journal volume119
journal issue7
journal titleJournal of Geotechnical Engineering
identifier doi10.1061/(ASCE)0733-9410(1993)119:7(1094)
treeJournal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record