1998
DOI: 10.1016/s0278-4343(98)00063-6
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Geotechnical properties and behavior of high-porosity, organic-rich sediments in Eckernförde Bay, Germany

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Cited by 21 publications
(17 citation statements)
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“…The amplitude of these oscillations is heavily dependent on the sediment parameters described in such as the size and sphericity of the grains, as represented by Carman‐Kozeny parameter, ɛ, and the diameter of the sediment grains, d in , and the hydraulic conductivity, K . The latter two values were measured and averaged for Eckernförde Bay sediments by Silva and Brandes [1998] (average d = 2 × 10 −4 cm, average K = 5 × 10 −6 cm s −1 ) and can thus be used to make an estimate of ɛ through the Carman‐Kozeny equation used in the model: where η a is the dynamic viscosity of the aqueous phase. The resulting value for ɛ is about seven times lower than the best fit value obtained in the model (Figure 5), which is indicative of the wide range of uncertainties present in the gas transport equation.…”
Section: Resultsmentioning
confidence: 99%
“…The amplitude of these oscillations is heavily dependent on the sediment parameters described in such as the size and sphericity of the grains, as represented by Carman‐Kozeny parameter, ɛ, and the diameter of the sediment grains, d in , and the hydraulic conductivity, K . The latter two values were measured and averaged for Eckernförde Bay sediments by Silva and Brandes [1998] (average d = 2 × 10 −4 cm, average K = 5 × 10 −6 cm s −1 ) and can thus be used to make an estimate of ɛ through the Carman‐Kozeny equation used in the model: where η a is the dynamic viscosity of the aqueous phase. The resulting value for ɛ is about seven times lower than the best fit value obtained in the model (Figure 5), which is indicative of the wide range of uncertainties present in the gas transport equation.…”
Section: Resultsmentioning
confidence: 99%
“…• Sediment bulk density is taken as ρ = 1240 kg m −3 (Silva and Brandes, 1998;Anderson et al, 1998;Richardson and Briggs, 1996), and effective overburden stress as σ z = 1.5 kPa (Silva and Brandes, 1998).…”
Section: Simulation Conditionsmentioning
confidence: 99%
“…Electrical resistivity and physical properties of marine sediments and rocks are also important variables for understanding the geological events of depositional environments, the effects of mechanical and chemical diagenesis with burial depth after deposition, and seafloor investigation of ocean engineering and naval applications (Hamilton, 1980;Hamilton and Bachman, 1982;Silva and Brandes, 1998). In general, physical properties of marine sediments significantly reflect the variation of sediment texture, but sediments and rocks from Deep Sea Drilling Project (DSDP) and Ocean Drilling Program (ODP) drill sites are slightly different due to digenesis (e.g., compaction, consolidation, alteration, and deformation of sediment) after deposition (Hamilton, 1980;Hamilton and Bachman, 1982).…”
Section: Introductionmentioning
confidence: 99%