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dc.contributor.authorLin, CPen_US
dc.contributor.authorChang, CCen_US
dc.contributor.authorChang, TSen_US
dc.date.accessioned2014-12-08T15:38:27Z-
dc.date.available2014-12-08T15:38:27Z-
dc.date.issued2004-10-01en_US
dc.identifier.issn0267-7261en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.soildyn.2004.06.012en_US
dc.identifier.urihttp://hdl.handle.net/11536/26339-
dc.description.abstractThe multi-channel analysis of surface wave (MASW) method is a non-invasive method recently developed to estimate shear wave velocity profile from surface wave energy. Unlike conventional SASW method, multi-station recording permits a single survey of a broad depth range and high levels of redundancy with a single field configuration. An efficient and unified wavefield transform technique is introduced for dispersion analysis and on site data quality control. The technique was demonstrated in the assessment of soil liquefaction potential at a site in Yuan Lin, Taiwan. The shear wave velocity and liquefaction potential assessments based on MASW method compares favorable to that based on SCPT shear wave measurements. Two-dimensional shear wave velocity profiles were estimated by occupying successive geophone spreads at several sites in central western Taiwan, at some of which sand boils or ground cracks occurred during 1999 Chi Chi earthquake. Liquefaction potential analysis based on MASW imaging was shown to be effective for estimating the extent of potential liquefaction hazard. (C) 2004 Elsevier Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectsurface waveen_US
dc.subjectshear-wave velocityen_US
dc.subjectliquefactionen_US
dc.titleThe use of MASW method in the assessment of soil liquefaction potentialen_US
dc.typeArticle; Proceedings Paperen_US
dc.identifier.doi10.1016/j.soildyn.2004.06.012en_US
dc.identifier.journalSOIL DYNAMICS AND EARTHQUAKE ENGINEERINGen_US
dc.citation.volume24en_US
dc.citation.issue9-10en_US
dc.citation.spage689en_US
dc.citation.epage698en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000223653500007-
Appears in Collections:Conferences Paper


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