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dc.contributor.authorLin, Chih-Pingen_US
dc.contributor.authorLin, Chun-Hungen_US
dc.date.accessioned2014-12-08T15:14:00Z-
dc.date.available2014-12-08T15:14:00Z-
dc.date.issued2007-06-01en_US
dc.identifier.issn0267-7261en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.soildyn.2006.10.008en_US
dc.identifier.urihttp://hdl.handle.net/11536/10774-
dc.description.abstractThe surface wave (S-wave) method has gained popularity in engineering practice for determining S-wave velocity depth profiles. A growing trend is towards the application of S-wave testing for spatially 2-D S-wave velocity tomography, ignoring the assumption of horizontally layered medium. A fourth-order velocity-stress finite difference method is used to perform numerical simulations of S-wave testing in earth models with lateral variation. Results show that the lateral heterogeneity induces a non-stationary property in the space domain, resulting in false depth-related dispersion or higher modes if conventional approach based on stationary assumption is used for the dispersion analysis. Artifacts maybe introduced in spatially 2-D S-wave velocity imaging if the effect of lateral heterogeneity is not accounted for. As a potential countermeasure, a high-lateral-resolution S-wave method is proposed to reduce the effect of lateral heterogeneity while maintaining the resolution and depth range of dispersion analysis. It consists of a walk-away survey and a phase-seaming procedure when synthesizing seismograms with different nearest source-to-receiver offset, allowing wide-wavelength dispersion analysis within a small spatial range. The proof of concept is given with several numerical examples. They show that the high-resolution S-wave method can greatly alleviate the effect of lateral heterogeneity and increase spatial resolution. (c) 2006 Elsevier Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectsurface waveen_US
dc.subjectmulti-channel analysis of surface waveen_US
dc.subjectlateral heterogeneityen_US
dc.titleEffect of lateral heterogeneity on surface wave testing: Numerical simulations and a countermeasureen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.soildyn.2006.10.008en_US
dc.identifier.journalSOIL DYNAMICS AND EARTHQUAKE ENGINEERINGen_US
dc.citation.volume27en_US
dc.citation.issue6en_US
dc.citation.spage541en_US
dc.citation.epage552en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000244832600004-
dc.citation.woscount14-
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