Relevant bibliographies by topics / Shrinkage - swelling of clayed soils

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Shrinkage - swelling of clayed soils'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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Journal articles on the topic "Shrinkage - swelling of clayed soils"

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Nowamooz, Hossein, and Farimah Masrouri. "Shrinkage/swelling of compacted clayey loose and dense soils." Comptes Rendus Mécanique 337, no. 11-12 (2009): 781–90. http://dx.doi.org/10.1016/j.crme.2009.10.002.

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Jahangir, Emad, Olivier Deck, and Farimah Masrouri. "Estimation of ground settlement beneath foundations due to shrinkage of clayey soils." Canadian Geotechnical Journal 49, no. 7 (2012): 835–52. http://dx.doi.org/10.1139/t2012-042.

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The shrinkage and swelling of clayey soils is a natural hazard, which may significantly affect buildings. Foundation settlement caused by this geohazard for buildings constructed on expansive soils undergoing a drought period was studied. A soil–structure interaction model is proposed. The hydromechanical coupling is taken into account by using the state surface approach. Settlement is evaluated according to building stiffness, ground hydromechanical properties, surface suction variation, suction profile, and foundation depth. The uncertainties are considered by using the Monte Carlo approach,
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Widomski, Marcin K., Anna Musz-Pomorska, and Wojciech Franus. "Hydraulic and Swell–Shrink Characteristics of Clay and Recycled Zeolite Mixtures for Liner Construction in Sustainable Waste Landfill." Sustainability 13, no. 13 (2021): 7301. http://dx.doi.org/10.3390/su13137301.

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This paper presents research considering hydraulic as well as swelling and shrinkage characteristics of potential recycled fine particle materials for compacted clay liner for sustainable landfills. Five locally available clay soils mixed with 10% (by mass) of NaP1 recycled zeolite were tested. The performed analysis was based on determined plasticity, cation exchange capacity, coefficient of saturated hydraulic conductivity after compaction, several shrinkage and swelling characteristics as well as, finally, saturated hydraulic conductivity after three cycles of drying and rewetting of tested
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ZAGALO, Al-hadj Hamid, Maurice KWEKAM, François NGAPGUE, and Idriss Goudja TCHERE. "Textural and Petrographic Characterization of the Soil of Amtiman (South-East Chad)." Earth Science Research 7, no. 1 (2017): 67. http://dx.doi.org/10.5539/esr.v7n1p67.

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The textural and petrographic characteristics of the soils of the city of Amtiman and their behavior on swelling and shrinkage are presented here.The soils of the town of Amtiman (Chad) have a predominantly clay texture and the clays are mainly exposed on the surface. The results of this work include characterizing the type of clay present in the city. These are the heterogeneous layers of clayey soils consisting mainly of surface-bound illites but also of kaolinite intercalation at depth.These results suggest that the phenomenon of shrinkage of the clays (Illite and kaolinite) of the city of
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Iqbal, Prahara, Dicky Muslim, Zufialdi Zakaria, et al. "Swelling potential of volcanic residual soils in Sumatra (Indonesia) in relation to environmental issues." Environmental & Socio-economic Studies 8, no. 4 (2020): 1–10. http://dx.doi.org/10.2478/environ-2020-0019.

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AbstractSwelling potential characterization of clay-silt soil is an essential issue in stabilization, settlement, consolidation, and land suitability studies. This article attempts to explain the swelling characteristics of soils around the area of West Lampung, Lampung Province, Sumatra, Indonesia, in relation to environmental issues. An investigation in relation to the soil swelling potential was carried out using 15 disturbed soil samples collectd in the study area. The methods used were analyses of clay mineral geochemistry, physical characteristics, and the free swell ratio. These results
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Kollaros, G., and A. Athanasopoulou. "SAND AS A SOIL STABILIZER." Bulletin of the Geological Society of Greece 50, no. 2 (2017): 770. http://dx.doi.org/10.12681/bgsg.11783.

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Clayey soils often exhibit undesirable engineering behaviour such as low strength, swelling and shrinkage characteristics etc. To improve these properties, the common method followed is stabilization. An experimental program carried out in this study aims to highlight the physical mechanisms of stabilization of an expansive soil by adding an inert material (sand). The study aimed to analyze the effect of stabilization on the variation of soil consistency and the results have shown that soil consistency improved appreciably. The findings of the laboratory testing procedures also presented subst
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A, Vinay, Dr A.V.Pradeepkumar, and Dr M.R Rajashekhara. "Alternate assessment of strength characteristics of clayey soil for compaction using ultrasonic pulse velocity method." International Journal of Engineering & Technology 7, no. 2.1 (2018): 15. http://dx.doi.org/10.14419/ijet.v7i2.1.9874.

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Earthwork is a component in any Civil Engineering construction and to determination of soil properties in the laboratory is the basis of design. Clayey soils exhibits large volume changes in presence of water leads to swelling and shrinkage. Soils used for construction should satisfy two important properties like less settlement and more shear strength. Present investigation deals with the determination of compaction characteristics of clayey soil by an alternate method of assessment like pulse velocity method which is more accurate and fast compared to conventional methods. Laboratory compact
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Abdelkader, Hassan A. M., Mohamed M. A. Hussein, and Haiwang Ye. "Influence of Waste Marble Dust on the Improvement of Expansive Clay Soils." Advances in Civil Engineering 2021 (September 21, 2021): 1–13. http://dx.doi.org/10.1155/2021/3192122.

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The marble process industry from Shaq Al-Thouban region, which is located in East Cairo, Egypt, produces a huge amount of marble wastes every day during the cutting and processing stages. Up to now, most of these wastes are dumping on open land which creates serious environmental problems. The amount of waste marble from the processing stage is about 20 to 25% of the total processed stone. Egypt also suffers from the problem of expansive soil that occupies a large area of its lands, especially in the new cities that are built on these lands. The primary purpose of this study is to use this was
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Ademila, Omowumi, and Abel Idowu Olayinka. "GEOTECHNICAL INVESTIGATION OF PAVEMENT FAILURE; CAUSES AND INHERENT SOLUTIONS FOR SUSTAINABLE HIGHWAY CONSTRUCTION IN SUB-SAHARAN AFRICA." Rudarsko-geološko-naftni zbornik 35, no. 4 (2020): 103–14. http://dx.doi.org/10.17794/rgn.2020.4.9.

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Engineering geological investigation of some unstable and stable sections of the Ibadan-Iwo-Osogbo highway was undertaken to unravel the intrinsic reasons responsible for continuous pavement failure along this road. Eighty disturbed and forty undisturbed soil samples were collected at different depths from twenty test pits of six selected failed sections (FS) and two stable sections (SS). Road construction analysis was done on these soil samples using standard methods. Liquid limit (22 - 64% and 32 - 40%), plasticity index (13 - 41% and 12 - 18%) and percentage fines (47 - 59% and 32 - 41%) in
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Assadollahi, Hossein, and Hossein Nowamooz. "Long-term analysis of the shrinkage and swelling of clayey soils in a climate change context by numerical modelling and field monitoring." Computers and Geotechnics 127 (November 2020): 103763. http://dx.doi.org/10.1016/j.compgeo.2020.103763.

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Dissertations / Theses on the topic "Shrinkage - swelling of clayed soils"

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Maison, Tatiana. "Analyse à l'échelle microscopique des phénomènes d'humectation et de dessiccation des argiles." Phd thesis, Ecole Centrale Paris, 2011. http://tel.archives-ouvertes.fr/tel-00594238.

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La sécheresse, accentuée par le réchauffement climatique actuel et à venir, induit des phénomènes de retrait et de gonflement dans de nombreux sols argileux. Ces phénomènes se traduisent principalement par deux conséquences majeures : la modification des propriétés physiques du sol qui influe directement sur l'agriculture et les déformations induisant souvent des tassements différentiels aux niveaux des structures et des ouvrages. Jusqu'à aujourd'hui, ces phénomènes ont été étudiés principalement à l'échelle mésoscopique (échelle " classique " de laboratoire) et macroscopique (échelle de l'ouv
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Do, Quoc Viet. "Impacts des mouvements de terrains sur une structure type "maison individuelle" : modélisation de l'interaction sol-structure pour l'évaluation de la vulnérabilité du bâti." Thesis, Paris Est, 2011. http://www.theses.fr/2011PEST1075.

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Dans ce travail, les risques naturels considérés concernent des mouvements de terrains qui résultent de deux phénomènes principaux : retrait et gonflement des sols argileux et l'affaissement à grand rayon lié à la présence des cavités souterraines. Ceux-ci provoquent des tassements différentiels du sol qui génèrent des désordres sur les constructions environnantes : dégâts et fissuration des murs porteurs en maçonnerie, particulièrement aux angles du bâti. Ces dégradations structurales induisent des conséquences économiques importantes dans le cas des maisons individuelles ; elles résultent d'
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Assadollahi, Tejaragh Hossein. "L’impact des événements climatiques et de la sécheresse sur le phénomène du retrait gonflement des argiles en interaction avec les constructions." Thesis, Strasbourg, 2019. http://www.theses.fr/2019STRAD011/document.

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Le changement climatique et les événements climatiques sévères tels que les périodes de sécheresse/humidification prolongées sont à l'origine du phénomène de retrait-gonflement dans les sols argileux. Ce phénomène est affecté par les interactions sol-végétation-atmosphère (SVA) et peut causer d’importants dommages structurels aux constructions légères telles que les bâtiments résidentiels. L’objectif de ce travail de recherche est de modéliser le comportement in situ du retrait-gonflement des sols gonflants dans un contexte SVA en se basent sur des outils numériques. Une méthode d'interaction
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Book chapters on the topic "Shrinkage - swelling of clayed soils"

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Maison, Tatiana, Jean-Bernard Kazmierczak, Farid Laouafa, and Patrice Delalain. "Development of a New Experimental Device in Order to Improve Swelling-Shrinkage Analysis of Clayey Soils." In Springer Series in Geomechanics and Geoengineering. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-32492-5_26.

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Boivin, Pascal. "Shrinkage and Swelling Phenomena in Soils." In Encyclopedia of Agrophysics. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-90-481-3585-1_139.

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Sawangsuriya, Auckpath, Apiniti Jotisankasa, and Sekchai Anuvechsirikiat. "Classification of Shrinkage and Swelling Potential of a Subgrade Soil in Central Thailand." In Unsaturated Soils: Research and Applications. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31116-1_44.

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Cuisinier, O., F. Masrouri, G. Stoltz, and G. Russo. "Multi-scale analysis of the swelling and shrinkage of a lime-treated expansive clayey soil." In Unsaturated Soils: Research & Applications. CRC Press, 2014. http://dx.doi.org/10.1201/b17034-61.

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Zhang, X. N., and A. Z. Zhao. "Surface Charge." In Chemistry of Variable Charge Soils. Oxford University Press, 1997. http://dx.doi.org/10.1093/oso/9780195097450.003.0005.

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The surface of soil colloids carries electric charges, and these surface charges are the basic cause for soil to possess a series of surface properties. Soil surface charges affect the chemical properties of the soil through varying the quantity of electric charge and the surface charge density. For example, adsorptions of cations and anions are caused by negative and positive surface charges of the soil, respectively. The amount of ions adsorbed is determined by the quantity of surface charge, whereas the tightness of adsorption is related to charge density. In addition, the migration of ions in soil, the formation of organo-mineral complexes,and the dispersion, flocculation, swelling, and shrinkage are all affected by surface charge properties of the soil. Therefore, surface charge properties have an important bearing on soil structure and plant nutrition. Variable charge soils are characterized by the high content of iron and aluminum oxides. The clay mineralogical composition is dominated by 1:1-type minerals, such as kaolinite. These two factors make the surface charge properties of variable charge soils distinctly different from those of constant charge soils of temperate regions which chiefly containin 2:1-type clay minerals. However, unlike the case for pure variable charge minerals, in variable charge soils there is generally the presence of a certain amount of 2:1-type clay minerals. Therefore, as a mixture of variable charge minerals and constant charge minerals, the surface charge properties of variable charge soils is more complicated. In this chapter, the origin and factors affecting surface charges of the soil as well as the relationship between these charges and soil type will be discussed. Despite the complexity in composition, a soil may be regarded as a mixed system consisting of constant charge surface materials and constant potential surface materials in different ratios (Anderson and Sposito, 1992; Gillman and Uehara, 1980). Examples of the former type such as montmorillonite and vermiculite carry permanent negative charges, while those of the latter type such as iron oxide and aluminum oxide carry variable charges. Commonly found constant charge clay minerals in soils include those layer silicates such as hydrous mica, vermiculite, montmorillonite, and chlorite.
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Montes-Hernandez, German. "ESEM–DIA method to estimate swelling–shrinkage of raw and cation-saturated bentonite." In Expansive Soils. Taylor & Francis, 2006. http://dx.doi.org/10.1201/9780203968079.pt3.

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Kong, L. W., and L. R. Tan. "Study on shear strength and swelling-shrinkage characteristic of compacted expansive soil." In Unsaturated Soils for Asia. CRC Press, 2020. http://dx.doi.org/10.1201/9781003078616-90.

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Gabibov, F. G. "Development of analytical methods to determine swelling and shrinkage of clay soils." In Geotechnics Fundamentals and Applications in Construction: New Materials, Structures, Technologies and Calculations. CRC Press, 2019. http://dx.doi.org/10.1201/9780429058882-13.

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Zhao, N., W. Ye, B. Chen, and Y. Chen. "Investigation on swelling-shrinkage behavior of compacted expansive soils during wetting-drying cycles." In Unsaturated Soil Mechanics - from Theory to Practice. CRC Press, 2015. http://dx.doi.org/10.1201/b19248-36.

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Weerasinghe, D., J. Kodikara, and H. Bui. "Numerical modelling of swelling/shrinkage behaviour of unsaturated soils for buried pipe stress analysis." In Unsaturated Soil Mechanics - from Theory to Practice. CRC Press, 2015. http://dx.doi.org/10.1201/b19248-102.

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Conference papers on the topic "Shrinkage - swelling of clayed soils"

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Khan, Md Adnan, Jay X. Wang, and William B. Patterson. "Swelling–Shrinkage Properties of Expansive Moreland Clay." In Second Pan-American Conference on Unsaturated Soils. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481707.011.

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Fisher, Billy L., and Roy Doumet. "Remediation Solutions for Buildings Affected by Shrinkage or Swelling of Unsaturated Clays." In Second Pan-American Conference on Unsaturated Soils. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481707.022.

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Guarnieri, Adriano, and Giulio Lorenzini. "A Soil-Fluiddynamics Analysis of a Swelling-Shrinking Process in a Clayey Soil." In ASME 8th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2006. http://dx.doi.org/10.1115/esda2006-95521.

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Most soils show a swelling behaviour depending on their water content: this property can strongly affect the effectiveness of agriculture. Because of the importance of the topic, this paper is aimed at investigating a given vertisol in terms of swelling and shrinkage with variations in its humidity. For this, a suitable experimental setup was realised, tested and used allowing the study of the effect that the soil-fluiddynamics parameters have on the process. The results showed that swelling is more evident at lower water content values. Also relevant the initial compaction of the soil, that p
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