2009
DOI: 10.1016/j.jappgeo.2008.11.003
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FINOSEIS: A new approach to offshore-building foundation soil analysis using high resolution reflection seismic and Scholte-wave dispersion analysis

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Cited by 24 publications
(15 citation statements)
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“…In shallow waters the bottom reflection loss, caused by absorption and shear wave conversion, represents a dominating limitation to low frequency sonar performance. For construction works in water, geohazard assessment and geotechnical studies the rigidity of the seabed is an important parameter (Smith, 1986;Bryan & Stoll, 1988;Richardson et al, 1991;Stoll & Batista, 1994;, WILKEN et al, 2008Hovem et al, 1991). In some cases the S-wave speed and other geoacoustic properties can be acquired by in-situ measurement, or by taking samples of the bottom material with subsequent measurement in laboratories.…”
Section: Applications Of Interface Wavesmentioning
confidence: 99%
“…In shallow waters the bottom reflection loss, caused by absorption and shear wave conversion, represents a dominating limitation to low frequency sonar performance. For construction works in water, geohazard assessment and geotechnical studies the rigidity of the seabed is an important parameter (Smith, 1986;Bryan & Stoll, 1988;Richardson et al, 1991;Stoll & Batista, 1994;, WILKEN et al, 2008Hovem et al, 1991). In some cases the S-wave speed and other geoacoustic properties can be acquired by in-situ measurement, or by taking samples of the bottom material with subsequent measurement in laboratories.…”
Section: Applications Of Interface Wavesmentioning
confidence: 99%
“…[1][2][3][4][5][6] In addition, shear-wave conversion can represent an important ocean loss mechanism which must be accounted for in propagation modeling and sonar performance. [5][6][7] Shear-wave information can be acquired by in situ measurement, or by taking samples of the bottom material with subsequent measurements in laboratories.…”
Section: Introductionmentioning
confidence: 99%
“…As the source is moved along the profile, we obtain an offset‐time common receiver gather (CRG). In 2006 May we performed a profile in the North Sea (54°11.7′N, 7°9.5′E) as part of an offshore foundation soil analysis (Wilken et al 2009). A second profile was completed in the Baltic Sea at the ‘Adlergrund’‐area (54°34.5′N, 14°10.4′E) in 2008 June.…”
Section: Data Examplesmentioning
confidence: 99%