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dc.contributor.authorLin, CPen_US
dc.contributor.authorChang, TSen_US
dc.date.accessioned2014-12-08T15:37:15Z-
dc.date.available2014-12-08T15:37:15Z-
dc.date.issued2004-12-01en_US
dc.identifier.issn0267-7261en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.soildyn.2003.11.011en_US
dc.identifier.urihttp://hdl.handle.net/11536/25593-
dc.description.abstractMethods based on multi-station recordings are presented for constructing the experimental dispersion curve of Rayleigh waves. Multi-station recording permits a single survey of a broad depth range, high levels of redundancy with a single field configuration, and the ability to adjust the offset, effectively reducing near field and far field effects. A method based on the linear regression of phase angles measured at multiple stations is introduced for determining data quality and filtering criteria. This method becomes a powerful tool for on site quality control in, real time. The effects of multiple modes and survey line parameters, such as near offset, receiver spacing, and offset range, are investigated. Parametric studies result in,general guidelines for the field data acquisition. A case study demonstrates how to easily deploy commonplace seismic refraction equipment to simultaneously record data for P-wave tomographic interpretation and multi-station analysis of surface wave. (C) 2004 Elsevier Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectsurface waveen_US
dc.subjectshear-wave velocityen_US
dc.titleMulti-station analysis of surface wave dispersionen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.soildyn.2003.11.011en_US
dc.identifier.journalSOIL DYNAMICS AND EARTHQUAKE ENGINEERINGen_US
dc.citation.volume24en_US
dc.citation.issue11en_US
dc.citation.spage877en_US
dc.citation.epage886en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000224018400009-
dc.citation.woscount30-
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