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Settlement and Consolidation in the Laboratory of Steadily-deposited Sediment

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Seabed Mechanics

Abstract

Large amounts of sediment are moved in suspension in water — in rivers and estuaries, for example — and then deposited onto the bed as the available energy reduces. An understanding of the settling behaviour and subsequent consolidation of the sediment is important for the analysis of siltation and dredging problems and for the disposal of slurried waste.

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References

  • Been, K., 1981. Non-destructive soil bulk density measurement using X-ray attenuation. Geotech. Test. J. December, 169–176.

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  • Been, K. and Sill, S. G. C., 1980. Self weight consolidation of soft soils and experimental and theoretical study. Geotechnique, 31 (4).

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  • solidation of soft soils — an experimental and theoretical study. Geotechnique, 31 (4).

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  • Sills, G. C. and Been, K. 1981. Escape of pore fluid from consolidating sediment. In: Transfer Processes in Cohesive Sediment Systems, Plenum Press, New York.

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© 1984 Bruce Denness

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Sills, G.C., Thomas, R.C. (1984). Settlement and Consolidation in the Laboratory of Steadily-deposited Sediment. In: Denness, B. (eds) Seabed Mechanics. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-4958-4_5

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  • DOI: https://doi.org/10.1007/978-94-009-4958-4_5

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-8697-4

  • Online ISBN: 978-94-009-4958-4

  • eBook Packages: Springer Book Archive

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