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dc.contributor.authorJensen, Finn B.
dc.contributor.authorSchmidt, Henrik
dc.date.accessioned2018-10-11T14:05:28Z
dc.date.available2018-10-11T14:05:28Z
dc.date.issued1986/06
dc.identifier675
dc.identifier.govdocCP-37
dc.identifier.urihttp://hdl.handle.net/20.500.12489/112
dc.description.abstractRecently it has become apparent that shear properties of ocean sediments are most easily determined from measured propagation characteristics of seismic interface waves. We use a newly developed numeri ca l model of wave propagation in horizontally stratified viscoelastic media to reconstruct from Scholte-wave records the shear-speed and shearattenuation profiles in the upper sediment layers of a shallow-water test area. For an unconsolidated sand-silt bottom we find the shear speed to increase with depth from 85 mls at the sea floor to 300 ml s a t 60 m depth. On the other hand, the shear attenuation at 3 Hz decreases with depth from 0.45 dB/A at the sea floor to 0.15 dB/A at 60 m depth, with an approximately quadratic frequency dependence.
dc.format10 p. : ill. ; digital, PDF file
dc.languageEnglish
dc.publisherNATO. SACLANTCEN
dc.sourceIn: Selected papers on ocean-seismo acoustics low-frequency underwater acoustics (SACLANTCEN Conference Proceedings CP-37), 1986, pp. 5-1 - 5-10.
dc.subjectSeafloor sediments
dc.subjectSeismic waves
dc.subjectSeismo-acoustic propagation
dc.subjectAcoustic models
dc.subjectShear waves
dc.subjectScholte waves
dc.subjectSeafloor
dc.titleShear properties of ocean sediments determined from numerical modelling of Scholte wave data
dc.typePapers and Articles
dc.typeConference Proceedings (CP)


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