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.
Keywords
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsPreview
Unable to display preview. Download preview PDF.
References
Been, K., 1981. Non-destructive soil bulk density measurement using X-ray attenuation. Geotech. Test. J. December, 169–176.
Been, K. and Sill, S. G. C., 1980. Self weight consolidation of soft soils and experimental and theoretical study. Geotechnique, 31 (4).
solidation of soft soils — an experimental and theoretical study. Geotechnique, 31 (4).
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.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1984 Bruce Denness
About this paper
Cite this paper
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
Download citation
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