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Numerical simulation of the SASW test

dc.contributor.authorGucunski, Nenaden_US
dc.contributor.authorWoods, Richard D.en_US
dc.date.accessioned2006-04-10T15:25:01Z
dc.date.available2006-04-10T15:25:01Z
dc.date.issued1992en_US
dc.identifier.citationGucunski, N., Woods, R. D. (1992)."Numerical simulation of the SASW test." Soil Dynamics and Earthquake Engineering 11(4): 213-227. <http://hdl.handle.net/2027.42/30325>en_US
dc.identifier.urihttp://www.sciencedirect.com/science/article/B6V4Y-482B0DH-19/2/11856e530170d390bc84b185c7165fe9en_US
dc.identifier.urihttps://hdl.handle.net/2027.42/30325
dc.description.abstractThe paper describes numerical simulation of the SASW test. Influences of the test setup and applied filtering criteria on the accuracy of the obtained field dispersion curve for various soil stratification conditions have been examined. The results presented indicate significant variations in the evaluated dispersion in cases of irregular soil profiles if the existing criteria are applied. A new filtering criteria has been proposed.en_US
dc.format.extent979617 bytes
dc.format.extent3118 bytes
dc.format.mimetypeapplication/pdf
dc.format.mimetypetext/plain
dc.language.isoen_US
dc.publisherElsevieren_US
dc.titleNumerical simulation of the SASW testen_US
dc.typeArticleen_US
dc.rights.robotsIndexNoFollowen_US
dc.subject.hlbsecondlevelCivil and Environmental Engineeringen_US
dc.subject.hlbtoplevelEngineeringen_US
dc.description.peerreviewedPeer Revieweden_US
dc.contributor.affiliationumDepartment of Civil Engineering, The University of Michigan, Ann Arbor, Michigan 48109-2125, USAen_US
dc.contributor.affiliationotherDepartment of Civil and Environmental Engineering, Rutgers University, Piscataway, New Jersey 08855-0909, USAen_US
dc.description.bitstreamurlhttp://deepblue.lib.umich.edu/bitstream/2027.42/30325/1/0000727.pdfen_US
dc.identifier.doihttp://dx.doi.org/10.1016/0267-7261(92)90036-Den_US
dc.identifier.sourceSoil Dynamics and Earthquake Engineeringen_US
dc.owningcollnameInterdisciplinary and Peer-Reviewed


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