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Marine clay

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Type of clay found in coastal regions around the world
Lumps of marine clay (about 20cm in length) on the beach ofNorderney, Germany.

Marine clay is a type ofclay found in coastal regions around the world. In the northern, deglaciated regions, it can sometimes bequick clay, which is notorious for being involved in landslides.

Marine clay is a particle of soil that is dedicated to a particle size class, this is usually associated with USDA's classification withsand at 0.05mm,silt at 0.05-.002mm and clay being less than 0.002 mm in diameter. Paired with the fact this size of particle was deposited within a marine system involving theerosion andtransportation of the clay into the ocean.

Soil particles become suspended when in asolution with water, with sand being affected by the force of gravity first with suspended silt and clay still floating in solution. This is also known asturbidity, in which floating soil particles create a murky brown color to a water solution. These clay particles are then transferred to theabyssal plain in which they are deposited in high percentages of clay.

Once the clay is deposited on the ocean floor it can change its structure through a process known asflocculation, process by which fine particulates are caused to clump together or floc. These can be either edge to edge flocculation or edge to face flocculation. Relating to individual clay particles interacting with each other. Clays can also be aggregated or shifted in their structure besides being flocculated.

Particles configurations

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Clay particles can self-assemble into various configurations, each with totally different properties.

This change in structure to the clay particles is due to a swap incations with the basic structure of a clay particle. This basic structure of the clay particle is known as a silicatetrahedral or aluminumoctahedral. They are the basic structure of clay particles composing of onecation, usuallysilica oraluminum surrounded byhydroxideanions, these particles form in sheets forming what we know as clay particles and have very specific properties to them including microporosity which is the ability of clay to hold water against the force of gravity,shrink swell capacity andabsorption capabilities.

When clay is deposited in theocean, the presence of excess ions in seawater causes a loose, open structure of the clay particles to form, a process known asflocculation. Once stranded and dried by ancient changing ocean levels, this open framework means that such clay is open to water infiltration. Construction in marine clays thus presents ageotechnical engineering challenge.[1]

Where clay overlies peat, a lateral movement of the coastline is indicated and shows a rise in relative sea level

Effect on building foundations

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Swelling of marine clay has the potential to destroybuilding foundations in only a few years. Due to the changes in climatic conditions on the construction site, the pavement constructed on the marine clay (as subgrade) will have less durability and requires lot of maintenance cost. Some simple precautions, however, can reduce the hazard significantly[citation needed].

The swapping of this positivecation with another is what makes different types of clays includingKaolinite,montmorillonite,smectite andillite. This happens in marine clays because the ocean's water is high in solution with cations making it very easy to overcome the clays negative net charge and swap the clays cation with a less positive one. These marine clays can be what are known as quick clays, which are notorious for its erosive properties. A great example of these quick clays is in thePacific Northwest. They are known asblue goo which is a mix of clay andmélange (greenstone,basalt,chert,shale,sandstone,schists. uplifted through theaccretionary wedge). These quick clays have a very high-risk factor associated with them if they are built upon, as they are very unstable due to the fact thatliquefaction happens when it becomessaturated and literally flows, causing mass wasting events to happen. Other marine clays are used all around the world for many different uses, such asceramics, building material, includingadobe. Clay layers in soils which can be used as an impermeable layer are very important for dumps orchemical spills as they have a very high absorption capacity for heavy metals. For these clays to be available for human use they must have been eroded, deposited on the ocean floor and thenuplifted through means oftectonic activity to bring it to land.

During the construction ofMarina Barrage inSingapore, marine clay was found at the site. Since marine clay was the cause of theNicoll Highway collapse years previous, the construction team removed all the marine clay to ensure the stability of Marina Barrage.[citation needed] Later on, they found marine clay mixed with seawater even in the deeper underground.

Geotechnical problems posed by marine clay can be handled by various ground improvement techniques. Marine clay can be densified by mixing it with cement or similar binding material in specific proportions. Marine clay can be stabilised using wastes of various industries like porcelain industry and tree-cutting industries. This method is usually adopted in highways where marine clay is used as a subgrade soil.[citation needed]

References

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  1. ^"Overcoming Problems with Marine Clays", Fairfax County, Virginia

Bibliography

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  • ̈Effect of pore water chemistry on the hydro-mechanical behaviour of Lianyungang soft marine clay- Deng, Y.F. ; Yue, X.B. ; Cui, Y.J. ; Shao, G.H. ; Liu, S.Y. ; Zhang, D.W. Applied Clay Science, June 2014, Vol.95, pp. 167–175
  • ̈Strength of High Water Content Marine Clay Stabilized by Low Amount of Cement; Zhang, R ; Santoso, A ; Tan, T ; Phoon, Kː Journal of Geotechnical and Geoenvironmental Engineering, April 23, 2013
  • Structuration and Destructuration Behavior of Cement-Treated Singapore Marine Clay; Kamruzzaman, A ; Chew, S ; Lee, F; Journal of Geotechnical Engineering, Apr. 2009, Issue 4, pp. 573–589
  • Sulfidization of lacustrine glacial clay upon Holocene marine transgression (Arkona Basin, Baltic Sea); Holmkvist, Lars ; Kamyshny, Alexey ; Brüchert, Volker ; Ferdelman, Timothy G. ; Jørgensen, Bo Barker; Geochimica et Cosmochimica Acta, 1 October 2014, Vol.142, pp. 75–94
  • Linear and Nonlinear Dynamic Response of Piles in Soft Marine Clay; Dezi, Francesca ; Gara, Fabrizio ; Roia, Davide; Journal of Geotechnical and Geoenvironmental Engineering, July 29, 2016, Vol.143(1)
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