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Journal ArticleDOI

Mass physical properties, sliding and erodibility of experimentally deposited and differently consolidated clayey muds (Approach, equipment, and first results)

G. Einsele, +3 more
- 01 Aug 1974 - 
- Vol. 21, Iss: 3, pp 339-372
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TLDR
In this paper, the progress of compaction in relation to excess pore water pressure, mass physical properties, gravitational mass movements in a tilted tank, and erodibility under running water in a flume were studied.
Abstract
On experimentally deposited kaolinite, illite, and Ca-bentonite consolidated under their own load or by additional vertical pressure, the progress of compaction in relation to excess pore water pressure, mass physical properties, gravitational mass movements in a tilted tank, and erodibility under running water in a flume were studied. The very low consolidated sediments near the mud/water interface do not obey the generally used theory in soil mechanics. They show a different, non-linear relationship between void ratio or water content and depth below the sedimentary surface on the one hand, or effective overburden pressure and shear strength on the other. The same is true of other physical properties such as permeability, which changes considerably with depth and time of consolidation. High sedimentation rates on slopes induce shallow sediment flow, whereas at low rates and critical slope angles different types of slope failures including the breaking up of water-rich sediment into sharp boundered blocks are observed. Flume studies on soft clay muds show three different types of erosion: continuously suspending, discontinuous erosion of crumbs or shreds, and wavy deformation of the clay surface with disintegration of particles from the crests. The critical tractive stress depends not only on clay type, void ratio, and shear strength, but significantly also on the ‘geologic history’of the clay (i.e. deposition from thin suspension or dense slurry, fabric, consolidation and swelling generating minute inhomogeneities etc.). The experiments may lead to a better understanding of all mechanical processe's including pore-water flow taking place near or not far below the sediment/ water interface.

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Citations
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Journal ArticleDOI

Rheological and tectonic modeling of salt provinces

TL;DR: In this paper, the authors provide a sound scaling approach for geological deformations involving brittle overburdens on ductile substrata, which is useful for generating new concepts and for reconstructing the structural evolution of hydrocarbon traps.
Book ChapterDOI

The Effects of Marine Benthos on Physical Properties of Sediments

TL;DR: The effects of benthic organisms on the physical properties of granular substrata are well documented in this paper, including changes in grain size, sorting, fabric, water content, compaction, shear strength and bottom stability.
Journal ArticleDOI

A physical model for the transport and sorting of fine‐grained sediment by turbidity currents

TL;DR: In this article, a physically consistent physical model for transport and sorting in muddy turbidity currents has been proposed, based on textural analysis of individual silt laminae and hydraulic sorting.
Journal ArticleDOI

Contourites: Their recognition in modern and ancient sediments

TL;DR: A recent review of marine-based investigations reveals a lack of generally accepted criteria for the recognition of contourites on the basis of sediment character as discussed by the authors, and the problems in establishing such criteria and recognize that a continuum may exist between dilute turbidity flows, bottom currents and hemipelagic settling.
Journal ArticleDOI

The stability of tidal flats in Venice Lagoon—the results of in-situ measurements using two benthic, annular flumes

TL;DR: In this article, two benthic annular flumes (Sea Carousel and Mini Flume) were deployed simultaneously from a floating pontoon at 24 sites during summer 1998, which were considered representative of the range in bed/habitat types.
References
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Journal ArticleDOI

Physico-Chemical Analysis of the Compressibility of Pure Clays

G. H. Bolt
- 01 Jun 1956 - 
TL;DR: In this article, a comparison between the compression curves as observed and as calculated from theoretical considerations indicates that in the case of suspensions of pure clays the compressibility can be accounted for quantitatively by the consideration of these long-range forces only.

The consolidation of clays by gravitational compaction

TL;DR: In this article, the water content (or void ratio or porosity) of any particular clay in the normally-consolidated condition is controlled by the effective overburden pressure p 0, given by Terzaghi9s law p 0 = σ − u, where σ is the total vertical pressure exerted by all the material (particles and water) above the point considered, and u is the pore water pressure at that point.
Journal ArticleDOI

The progress of consolidation in a clay layer increasing in thickness with time

R. E. Gibson
- 01 Dec 1958 - 
TL;DR: In this paper, it is shown that in general the problem can be reduced to a linear integral equation, a solution of which is obtained for the case of deposition at a constant rate, and an example is given of a numerical procedure for estimating the progress of consolidation in a rolled fill dam during construction.
Journal ArticleDOI

The consolidation of clays by gravitational compaction

TL;DR: In this article, the water content (or void ratio or porosity) of any particular clay in the normally-consolidated condition is controlled by the effective overburden pressure p 0, given by Terzaghi9s law p 0 = σ − u, where σ is the total vertical pressure exerted by all the material (particles and water) above the point considered, and u is the pore water pressure at that point.