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Relevant bibliographies by topics / Clay Liners

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Academic literature on the topic 'Clay Liners'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 September 2023

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Journal articles on the topic "Clay Liners"

1

Sivapullaiah, P. V., A. Sridharan, and V. K. Stalin. "Hydraulic conductivity of bentonite-sand mixtures." Canadian Geotechnical Journal 37, no. 2 (2000): 406–13. http://dx.doi.org/10.1139/t99-120.

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The use of bentonite alone or amended with natural soils for construction of liners for water-retention and waste-containment facilities is very common. The importance of bentonite content in reducing the hydraulic conductivity of liners is well recognised. The study illustrates the role of the size of the coarser fraction in controlling the hydraulic conductivity of the clay liner. It has been shown that at low bentonite contents the hydraulic conductivity of the liner varies depending on the size of the coarser fraction apart from clay content. At a given clay content, the hydraulic conducti

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Viswanadham, B. VS, and K. V. Mahesh. "Modeling deformation behaviour of clay liners in a small centrifuge." Canadian Geotechnical Journal 39, no. 6 (2002): 1406–18. http://dx.doi.org/10.1139/t02-075.

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In modern solid waste landfills, liner systems are essential structural elements that ensure that waste materials are safely separated from the environment. Many liner systems have been developed and used over the past decade. Among impermeable layers, clay liners are regarded as one of the very significant components of liner system and are being used worldwide as a waste containment system in landfills. One of the failures associated with clay liners is the occurrence of nonuniform settlements, resulting from the sudden collapse of waste, or the decomposition of waste materials, and (or) the

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Bouazza, A. "Geosynthetic clay liners." Geotextiles and Geomembranes 20, no. 1 (2002): 3–17. http://dx.doi.org/10.1016/s0266-1144(01)00025-5.

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Rowe, R. Kerry. "Short- and long-term leakage through composite liners. The 7th Arthur Casagrande Lecture 1This lecture was presented at the 14th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Toronto, Ont., October 2011, and a pre-print appeared in the conference proceedings." Canadian Geotechnical Journal 49, no. 2 (2012): 141–69. http://dx.doi.org/10.1139/t11-092.

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The factors that may affect short-term leakage through composite liners are examined. It is shown that the leakage through composite liners is only a very small fraction of that expected for either a geomembrane (GM) or clay liner (CL) alone. However, the calculated leakage through holes in a GM in direct contact with a clay liner is typically substantially smaller than that actually observed in the field. It is shown that calculated leakage taking account of typical connected wrinkle lengths observed in the field explains the observed field leakage through composite liners. Provided that care

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Donald, Scott B., and Edward A. McBean. "Statistical analyses of compacted clay landfill liners. Part 1: model development." Canadian Journal of Civil Engineering 21, no. 5 (1994): 872–82. http://dx.doi.org/10.1139/l94-093.

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The acceptance of compacted clay liners, from a management point of view, has been a source of major concern because of the uncertainty associated with the hydrogeologic properties of the clay. By examining the flux of leachate through the compacted clay liner of a typical engineered landfill, where the hydraulic conductivity of the clay is represented by a stochastic process, an acceptance protocol suitable for compacted clay landfill liners is derived. Determination of the equivalent hydraulic conductivity of the clay liner is accomplished by comparing the flux of leachate through a homogene

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Struve, Fred. "Geomembrane-clay composite liners." Geotextiles and Geomembranes 10, no. 5-6 (1991): 559–68. http://dx.doi.org/10.1016/0266-1144(91)90047-z.

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Eith, Anthony W., John Boschuk, and Robert M. Koerner. "Prefabricated bentonite clay liners." Geotextiles and Geomembranes 10, no. 5-6 (1991): 575–99. http://dx.doi.org/10.1016/0266-1144(91)90049-3.

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Boldt-Leppin, Brigitte EJ, Moir D. Haug, and John V. Headley. "Use of organophilic clay in sand-bentonite as a barrier to diesel fuel." Canadian Geotechnical Journal 33, no. 5 (1996): 705–19. http://dx.doi.org/10.1139/t96-097-318.

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A laboratory research program was conducted to evaluate the long-term hydraulic performance of sandbentonite liners augmented with organophilic clay and permeated with diesel fuel. This program was also designed to establish guidelines for the incorporation of organophilic clay in sandbentonite liners. The study involved three areas of testing. The first was to characterize the materials. The second was to evaluate various combinations of materials and preparation techniques through hydraulic conductivity tests. The third area involved unconfined infiltration tests. The primary hydraulic con

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Dafalla, Muawia. "Effect of Fluid Chemistry on the Consolidation and Hydraulic Conductivity of Sand-Clay Liners." Sustainability 13, no. 20 (2021): 11213. http://dx.doi.org/10.3390/su132011213.

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The clay swelling potential of sand-clay liners exposed to saline water or specific chemicals can influence their hydraulic conductivity and other consolidation properties. The effect of saline water or chemicals on the sand-clay liners was thus studied and evaluated. The consolidation characteristics of the sand-clay liner can be different when tested under different fluid media. Bentonite and cement grouts are chemicals that have a significant effect on the sand-clay liners. Cement and bentonite can be used to seal off the openings within the liner to repair a defect or a malfunction. In thi

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Regadío, Mercedes, Jonathan A. Black, and Steven F. Thornton. "THE ROLE OF NATURAL CLAYS IN THE SUSTAINABILITY OF LANDFILL LINERS." Detritus, no. 12 (May 8, 2020): 100–113. http://dx.doi.org/10.31025/2611-4135/2020.13946.

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Engineered synthetic liners on their own cannot protect the environment and human health against landfill leachate pollution. Despite their initial impermeability, they are susceptible to failure during and after installation and have no attenuation properties. Conversely, natural clay liners can attenuate leachate pollutants by sorption, redox transformations, biodegradation, precipitation, and filtration, decreasing the pollutant flux. Depending on the clay, significant differences exist in their shrinkage potential, sorption capacity, erosion resistance and permeability to fluids, which aff

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Dissertations / Theses on the topic "Clay Liners"

1

Lake, C. "Contaminant transport through geosynthetic clay liners and a composite liner system." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ58223.pdf.

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Evans, David Chasney. "Contaminant migration through intact and damaged clay liners." Thesis, University of Cambridge, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.361699.

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Loh, Eric Wooi Kee. "Moisture movement in prehydrated geosynthetic clay liners (GCLs)." Thesis, University of East London, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.532885.

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Geosynthetic Clay Liners (GCLs) are an innovative construction material that has been developed over the last two and a half decades. As of recent times, various types of GCLs are used as composite contaminant barriers or as structural waterproofing in the construction industry. A factory controlled prehydration with cation exchange resisting polymer prior to installation is most desirable in hostile geochemical environments. This research investigated the need to retard the moisture loss in hostile thermal environments. The cffect of drying on the flexibility of the clay mat has been demonstr

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Olsen, Gregory R. "Dimensional Stability of Geosynthetic Clay Liners in Landfill Applications." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/651.

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An investigation was conducted related to the dimensional stability of geosynthetic clay liners (GCLs) in landfill applications. Multiple occurrences of panel separation of overlap seams in GCLs have been documented; however, explanation for the relative contribution of various mechanisms causing shrinkage has been limited. A systematic test program was conducted to determine the effects of a variety of conditions on GCL dimensional stability. Effects of initial moisture content, permeant type, and overburden pressure were tested by subjecting various GCL products to wet-dry cycles and measu

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Marx, David Hercules. "The optimal placement of geogrid reinforcement in landfill clay liners." Diss., University of Pretoria, 2017. http://hdl.handle.net/2263/60633.

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Continued population growth is placing strain on the waste disposal facilities available in South Africa. However, limited air space suitable for landfilling drives the need for alternative solutions such as piggyback landfills to expand the waste disposal capacity. This method entails building a new, fully lined, landfill on top of existing waste. However, the old underlying waste is prone settlement that can result in the cracking of new landfill clay liner. Geogrid reinforcement have been successfully used in clay liners to mitigate cracking induced by waste settlement. This researc

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Al-Taie, Laith. "Performance of Clay Liners in Near-Surface Repositories in Desert Climate." Doctoral thesis, Luleå tekniska universitet, Geoteknologi, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-26615.

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Wars in Iraq (1991 and 2003) generated various types of hazardous waste (HW) in the form of soil contaminated by depleted uranium (DU). Other HW emanated from destroyed army vehicles and remnants of Iraqi nuclear facilities holding various types and amounts of chemical and radioactive material. The negative impact of the various wastes on the health conditions of the population was reported from different parts of Iraq, showing an enhanced frequency of cancer and abnormally born infants. For isolating the wastes, which represent low-level and short-lived intermediate level radioactive wastes,

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Risken, Jacob Law. "Development and Use of Moisture-Suction Relationships for Geosynthetic Clay Liners." DigitalCommons@CalPoly, 2014. https://digitalcommons.calpoly.edu/theses/1300.

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A laboratory test program was conducted to determine the moisture-suction relationships of geosynthetic clay liners (GCLs). Moisture-suction relationships were determined by combining suction data from pressure plate tests, contact filter paper tests, and relative humidity tests, then fitting water retention curves (WRCs) to the data. WRCs were determined for wetting processes and drying processes in terms of gravimetric moisture content and volumetric moisture content. The effects of GCL type, hydration solution, wet-dry cycles, and temperature on the moisture-suction relationships were analy

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El-Hajji, Darwish. "Evaluation of the long term effect of inorganic leachate on geosynthetic clay liners." [Tampa, Fla] : University of South Florida, 2006. http://purl.fcla.edu/usf/dc/et/SFE0001718.

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Lee, Jae-Myung. "Long-term hydraulic performance of geosynthetic clay liners subjected to inorganic salt solutions." Access citation, abstract and download form; downloadable file 15.20 Mb, 2004. http://wwwlib.umi.com/dissertations/fullcit/3131681.

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Yu, Bowei. "Engineering Performance of Geosynthetic Clay Liners in Contact with Brine under High Temperature." Thesis, University of Sydney, 2020. https://hdl.handle.net/2123/23281.

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Geosynthetic Clay Liners (GCLs) have been widely adopted in barrier systems for waste containment facilities. GCLs must be adequately hydrated at all times to maintain their low hydraulic conductivity. However, in several applications the GCL is subjected to high temperatures and its bentonite is therefore at risk of dehydration and desiccation. This is the case in landfills, brine ponds, solar ponds and tailing ponds. Higher desiccation risks have been found in artificial ponds exposed directly to solar radiation. This is due to higher temperature (sometimes >80oC), as well as lower overburde

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Books on the topic "Clay Liners"

1

Bouazza, Abdelmalek. Geosynthetic clay liners for waste containment facilities. CRC Press, 2010.

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Abdelmalek, Bouazza, and Bowders John J. 1957-, eds. Geosynthetic clay liners for waste containment facilities. CRC Press, 2010.

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Geosynthetic clay liners for waste containment facilities. CRC Press, 2010.

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4

Well, LW, ed. Testing and Acceptance Criteria for Geosynthetic Clay Liners. ASTM International, 1997. http://dx.doi.org/10.1520/stp1308-eb.

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1935-, Well Larry W., ed. Testing and acceptance criteria for geosynthetic clay liners. ASTM, 1997.

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6

J, Goldman L., ed. Clay liners for waste management facilities: Design, construction, and evaluation. Noyes Data Corp., 1990.

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7

Goldman, L. J. Design, construction, and evaluation of clay liners for waste management facilities. U.S. Environmental Protection Agency, Risk Reduction Engineering Laboratory, 1990.

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1949-, Daniel David E., and Risk Reduction Engineering Laboratory (U.S.), eds. Rate of flow of leachate through clay soil liners: Project summary. U.S. Environmental Protection Agency, Risk Reduction Engineering Laboratory, 1991.

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1949-, Daniel David E., and Risk Reduction Engineering Laboratory (U.S.), eds. Rate of flow of leachate through clay soil liners: Project summary. U.S. Environmental Protection Agency, Risk Reduction Engineering Laboratory, 1991.

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Goldman, L. J. Design, construction, and evaluation of clay liners for waste management facilities. U.S. Environmental Protection Agency, Risk Reduction Engineering Laboratory, 1990.

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Book chapters on the topic "Clay Liners"

1

Daniel, David E. "Clay liners." In Geotechnical Practice for Waste Disposal. Springer US, 1993. http://dx.doi.org/10.1007/978-1-4615-3070-1_7.

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2

Sivakumar Babu, G. L., H. Sporer, H. Zanzinger, and E. Gartung. "Desiccation behaviour of selected geosynthetic clay liners." In Clay Geosynthetic Barriers. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078777-33.

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3

Blümel, W., A. Müller-Kirchenbauer, E. Reuter, H. Ehrenberg, and K. von Maubeuge. "Performance of geosynthetic clay liners in lysimeters." In Clay Geosynthetic Barriers. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078777-32.

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Sporer, H., and E. Gartung. "Laboratory tests on desiccation of geosynthetic clay liners." In Clay Geosynthetic Barriers. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078777-37.

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Peggs, I. D. "Two leak location surveys on geosynthetic clay liners." In Clay Geosynthetic Barriers. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078777-31.

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6

Thies, M., C. Gerloff, W. Müller, and S. Seeger. "Long-term shear testing of geosynthetic clay liners." In Clay Geosynthetic Barriers. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078777-12.

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Bouazza, A., T. Vangpaisal, and F. Rahman. "Gas migration through needle punched geosynthetic clay liners." In Clay Geosynthetic Barriers. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078777-20.

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8

Narejo, D., G. Corcoran, and R. Zunker. "An evaluation of geosynthetic clay liners to minimize geomembrane leakage caused by protrusions in subgrades and compacted clay liners." In Clay Geosynthetic Barriers. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078777-8.

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Sporer, H., and E. Gartung. "Examinations on the self-healing capacity of geosynthetic clay liners." In Clay Geosynthetic Barriers. CRC Press, 2021. http://dx.doi.org/10.1201/9781003078777-38.

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Quigley, R. M., F. Fernandez, and V. E. Crooks. "Engineered clay liners: A short review." In Environmental Geotechnics and Problematic Soils and Rocks. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211051-7.

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Conference papers on the topic "Clay Liners"

1

Herlin, Bruno, and Kent von Maubeuge. "Geosynthetic Clay Liners (GCLs)." In 2002 4th International Pipeline Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/ipc2002-27012.

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Geosynthetic Clay Liner’s (GCLs) are an established sealing product in the geoenvironmental industry. They are used in landfill applications as caps and base liners, secondary containment for fuel storage facilities, as well as within various other containment structures such as dams, canals, rivers, and lakes. Rolled out like a carpet to provide a durable impermeable liner, Geosynthetic Clay Liners consist of a layer of high swelling sodium bentonite sandwiched between two geotextiles. Manufactured around the world in different techniques, the Canadian manufactured GCL, is mechanically bonded

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Di Emidio, G., W. F. Van Impe, and R. D. Verástegui Flores. "Advances in Geosynthetic Clay Liners: Polymer Enhanced Clays." In Geo-Frontiers Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)197.

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Shackelford, C. D. "Membrane Behavior in Geosynthetic Clay Liners." In Geo-Frontiers Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)200.

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Scalia, J., C. H. Benson, T. B. Edil, G. L. Bohnhoff, and C. D. Shackelford. "Geosynthetic Clay Liners Containing Bentonite Polymer Nanocomposite." In Geo-Frontiers Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)204.

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Koerner, Robert M., George R. Koerner, and Y. (Grace) Hsuan. "Exposed Geomembrane/Geosynthetic Clay Liner Composites for Solid Waste Covers, Liquid Impoundment Liners, and Canal Liners." In Geo-Chicago 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480175.002.

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Zadeh, Shahin Ghazi, and Christopher A. Bareither. "Temperature-Dependent Shear Behavior of Geosynthetic Clay Liners." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.031.

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Miller, Carol J., Saad Merayyan, and Nazli Yesiller. "Unsaturated Performance Comparison of Compacted Clay Landfill Liners." In Geo-Denver 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40510(287)37.

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Lange, K., R. K. Rowe, and H. Jamieson. "Attenuation of Heavy Metals by Geosynthetic Clay Liners." In Geo-Frontiers Congress 2005. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40782(161)54.

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Gray, Donald D., Scott A. Copen, Ronald H. Fortney, and Juan D. Quiroz. "Evaluation of Clay Liners in Appalachian Mitigation Wetlands." In Wetlands Engineering and River Restoration Conference 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40581(2001)94.

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Southen, J. M., and R. K. Rowe. "Thermally Induced Desiccation of Geosynthetic Clay Liners in Landfill Basal Liner Applications." In Geo-Frontiers Congress 2005. American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40789(168)5.

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Reports on the topic "Clay Liners"

1

Dasgupta, Avijit, David Russell, and Peter J. Marks. Laboratory Study on Effectiveness of Clay Liners to Contain Trichloroethylene (TCE) Contaminated Soils Sharpe Army Depot, California. Defense Technical Information Center, 1986. http://dx.doi.org/10.21236/ada173104.

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Brown, T. The impact of leachate from clean coal technology waste on the stability of clay and synthetic liners. Topical report, March 1, 1995--March 31, 1996. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/567424.

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3

Patil and Cerkovnik. PR-425-123722-R01 Internally Lined Steel Risers as an Alternative to CRAs. Pipeline Research Council International, Inc. (PRCI), 2013. http://dx.doi.org/10.55274/r0010573.

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Carbon steel and low alloy steel are the common, cost effective materials of choice for design of production risers in deep water. They are, however, often challenged by high stress and fatigue loadings. When production fluids are corrosive and or sour, steel risers may not be feasible without the protection from corrosive effects. To mitigate degradation, the only proven solution to date is the use of corrosion resistant alloys (CRA), either in homogeneous or clad/lined steel pipe product. However, corrosion resistant alloys are very expensive and market supply is limited due to the number of

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4

Hale. L51535 Girth Welding Line Pipe Made of Stainless Steel Either Solid or Internally Clad - Phase II. Pipeline Research Council International, Inc. (PRCI), 1987. http://dx.doi.org/10.55274/r0010507.

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Girth welds were produced using a manual CTAW procedure in solid and clad stainless steel line pipe. Corrosion behavior in CO2 and NaC1 solution simulating wet gas was evaluated.Girth Welding Line Pipe Made from Stainless Steel Either Solid or Internally Clad -- Phase II. See also L51498.

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Bergstrom, K. A. Geophysical investigation of 216-U-8 clay vitrified pipe transfer line, 200 West Area. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10107243.

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Sancar, Selcuk, and Foster Stulen. L51501 Field Verification of Optimum Transducer Design Criteria for Acoustic Emission Monitoring. Pipeline Research Council International, Inc. (PRCI), 1986. http://dx.doi.org/10.55274/r0011429.

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This work acquired and analyzed simulated acoustic emissions waveforms from pipelines in three series of field tests. The purposes of the analyses were to verify the accuracy of an analytical model of acoustic emission propagation in pipelines to determine transducer design/selection criteria, and to further evaluate the sensitivity of the verification system. Two sets of tests were performed on a bare and a coated 70-ft. long section of pipe. The third test was performed in conjunction with a hydrotest of a new line being installed near Clay City, Kentucky.

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Oliynyk, Kateryna, and Matteo Ciantia. Application of a finite deformation multiplicative plasticity model with non-local hardening to the simulation of CPTu tests in a structured soil. University of Dundee, 2021. http://dx.doi.org/10.20933/100001230.

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In this paper an isotropic hardening elastoplastic constitutive model for structured soils is applied to the simulation of a standard CPTu test in a saturated soft structured clay. To allow for the extreme deformations experienced by the soil during the penetration process, the model is formulated in a fully geometric non-linear setting, based on: i) the multiplicative decomposition of the deformation gradient into an elastic and a plastic part; and, ii) on the existence of a free energy function to define the elastic behaviour of the soil. The model is equipped with two bonding-related intern

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Beavers and Jaske. L51498 Girth Welding Linepipe made from Stainless Steel Either Solid or Internally Clad Phase I. Pipeline Research Council International, Inc. (PRCI), 1986. http://dx.doi.org/10.55274/r0010649.

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Alexandrov, Boian. PR-650-174516-R01 Corrosion Resistant Weld Overlays for Pipeline Installations. Pipeline Research Council International, Inc. (PRCI), 2021. http://dx.doi.org/10.55274/r0012108.

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Pipeline failure due to corrosion is a common problem in the oil and gas and petrochemical industry. A cost-effective way to prevent these failures is the application of corrosion-resistant weld overlays (WOLs) onto the internal surface of line pipe. A WOL is a deposition of a filler metal - such as a nickel-base alloy - onto the surface of a part - usually carbon or low alloy steels - to introduce desired surface properties to the original substrate [1]. As such, the service life of the substrate is increased which results in reduced costs to industries such as oil and gas and petrochemical a

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