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Assessment of an MASW technique incorporating discrete particle modelling
Author(s)
Date Issued
2008-06
Date Available
2011-10-13T16:06:15Z
Abstract
A Discrete Particle Scheme (DPS) consisting of interacting circular particles is
utilised to examine the Multichannel Analysis of Surface Waves (MASW) technique.
Synthetic earth models of various complexity are generated using the DPS and analysed
by the MASW dispersion and inversion techniques. For normally dispersive cases,
dominated by the fundamental mode, the MASW profiles closely match the true synthetic
shear wave velocity (Vs) profiles. When tested on a model that contains a low velocity
layer, the accuracy is reduced.
MASW field tests at a highly uniform site in Norway (Onsøy) and a site with
distinctive layer boundaries in Ireland (Ballinasloe) result in highly repeatable profiles of
Vs. Resolution of dispersion curves at low frequencies (<10Hz) is a problem at the
Ballinasloe test site, which limits the depth of penetration of the technique. MASW
inversion results compare excellently with downhole seismic cone tests at the Onsøy test
site and reasonably with a seismic refraction survey at the Ballinasloe site.
utilised to examine the Multichannel Analysis of Surface Waves (MASW) technique.
Synthetic earth models of various complexity are generated using the DPS and analysed
by the MASW dispersion and inversion techniques. For normally dispersive cases,
dominated by the fundamental mode, the MASW profiles closely match the true synthetic
shear wave velocity (Vs) profiles. When tested on a model that contains a low velocity
layer, the accuracy is reduced.
MASW field tests at a highly uniform site in Norway (Onsøy) and a site with
distinctive layer boundaries in Ireland (Ballinasloe) result in highly repeatable profiles of
Vs. Resolution of dispersion curves at low frequencies (<10Hz) is a problem at the
Ballinasloe test site, which limits the depth of penetration of the technique. MASW
inversion results compare excellently with downhole seismic cone tests at the Onsøy test
site and reasonably with a seismic refraction survey at the Ballinasloe site.
Sponsorship
Not applicable
Type of Material
Journal Article
Publisher
Environmental & Engineering Geophysical Society
Journal
Journal of Environmental and Engineering Geophysics
Volume
13
Issue
2
Start Page
57
End Page
68
Copyright (Published Version)
2008 Environmental & Engineering Geophysical Society
Subject – LCSH
Surface waves
Shear waves
Geophysics
Soils--Testing
Web versions
Language
English
Status of Item
Peer reviewed
ISSN
1943-2658
This item is made available under a Creative Commons License
File(s)
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Name
DiscreteMASWFinal.pdf
Size
1.83 MB
Format
Adobe PDF
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