1996
DOI: 10.1016/s0378-3839(96)00013-0
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Settling and consolidation of mud/sand mixtures

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Cited by 81 publications
(56 citation statements)
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“…Within the settling column arrangement employed in the current study, the typical sedimentation and bed formation processes displayed by different sand-clay mixtures are essentially one-dimensional, with the downward movement of sediments and the upward displacement of pore fluid (Torfs et al 1996). With differential settling effects between the sand and clay fractions in the mixtures, it would be expected that larger, denser sand particles should settle faster than smaller, less-dense clay flocs, leading to a segregated bed deposit [i.e.…”
Section: Qualitative Observations On Sand-clay Segregationmentioning
confidence: 99%
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“…Within the settling column arrangement employed in the current study, the typical sedimentation and bed formation processes displayed by different sand-clay mixtures are essentially one-dimensional, with the downward movement of sediments and the upward displacement of pore fluid (Torfs et al 1996). With differential settling effects between the sand and clay fractions in the mixtures, it would be expected that larger, denser sand particles should settle faster than smaller, less-dense clay flocs, leading to a segregated bed deposit [i.e.…”
Section: Qualitative Observations On Sand-clay Segregationmentioning
confidence: 99%
“…Winterwerp 2002;Cuthbertson et al 2008; Van and Pham Van Bang 2013) and consolidation (e.g. Toorman and Berlamont 1993;Torfs et al 1996;Grasso et al 2014) processes that can lead to the formation of segregated, layered structures within the resulting bed deposits. These mixed sediment processes, and their role in defining the nature of the developing bed structure, are therefore also crucial for determining its subsequent resistance to erosion (e.g.…”
Section: Previous Work On Sand-mud Sedimentationmentioning
confidence: 99%
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“…The bottom sediments distribution of the Ria de Aveiro lagoon bed has a cohesive behaviour. Following Torfs (Torfs, 1995;Mitchener & Torfs, 1996) the cohesiveness behaviour of a sediment bed depends depend on the ratio of non-cohesive and cohesive particles. Above a critical mud content of 4%, and a critical clay (Kaolinite) content of 3%, as the ripples and dunes are increasingly suppressed and the bed behaved cohesively.…”
mentioning
confidence: 99%