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Relevant bibliographies by topics / Landfill liners

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Academic literature on the topic 'Landfill liners'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 September 2023

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Journal articles on the topic "Landfill liners"

1

Özçoban, Mehmet Şükrü, Seren Acarer, and Neşe Tüfekci. "Effect of solid waste landfill leachate contaminants on hydraulic conductivity of landfill liners." Water Science and Technology 85, no. 5 (2022): 1581–99. http://dx.doi.org/10.2166/wst.2022.033.

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Abstract Landfilling is one of the most widely used methods to reduce the impact on the environment and human health by ensuring the management of solid wastes. For the process in question to be called landfill, the landfill leachate must be controlled and liner impermeability conditions must be provided. For this reason, compacted clay liners (CCL) and geosynthetic clay liners (GCL) with very low hydraulic conductivity are often used as hydraulic barriers in landfills to prevent the risk of leachate mixing with groundwater. However, as a result of various interactions between leachate–clay li

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2

Radenkova-Yaneva, Magdelinka, Emilia Kostakeva, and Dimiter Toshev. "Contaminant migration from sanitary landfill leachate through soil monoliths." Water Science and Technology 32, no. 7 (1995): 215–19. http://dx.doi.org/10.2166/wst.1995.0236.

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It is well known that the leachates from solid domestic waste sanitary landfills are heavily polluted with organic and inorganic substances. As they are of a potential danger for the environment, their uncontrolled seepage is avoided in the modern sanitary landfills by means of suitable insulation. This is mostly made of natural materials with a low filtration coefficient. The present paper considers the results of the filtration characteristics, studying natural clayey soil model liners. The leachate contaminants distribution from the sanitary landfill in Sofia (Suhodol) is traced out in diff

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3

Fan, Jing Jing. "Behavior of Geosynthetic Clay Liners due to the Migration of Heavy Metal." Advanced Materials Research 989-994 (July 2014): 433–36. http://dx.doi.org/10.4028/www.scientific.net/amr.989-994.433.

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To protect the underlying soil and groundwater from landfills, the landfills are commonly lined with layered liner systems. Geosynthetic clay liners (GCL) have been increasingly used in the landfill liner systems to substitude the traditional compacted clay liners (CCL) because of their low cost, easily construction behavior and low leakage rate. To study the behavior of the GM+GCL liner system used in China due to the migration of Pb2+, we introduce in detail GM+GCL liner systems proposed by the Chinese specification. Then one dimensional finite layer model is used to investigate the anti-pol

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Kariuki, Stephen K., and Mohamed A. Shahin. "Laboratory Investigation into Applicability of Red Sand-Bitumen Mixture as Landfill Liner." Applied Mechanics and Materials 178-181 (May 2012): 1022–25. http://dx.doi.org/10.4028/www.scientific.net/amm.178-181.1022.

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Liners play an important role in control of contaminant transport to ensure negligible long-term environmental impact. Fill liners have therefore been designed with the requirement to perform as barriers that separate leachate from the groundwater system. Liners have been traditionally designed using clay or geo-membranes and geo-synthetics. However, these traditional methods are becoming increasingly uneconomical and out of reach of most undeveloped countries. Development of innovative barriers and barrier materials is thus essential to provide more sustainable and cost effective solutions. T

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Amagu, Clement A., Beatrice O. Enya, Jun-ichi Kodama, and Mostafa Sharifzadeh. "Impacts of Addition of Palm Kernel Shells Content on Mechanical Properties of Compacted Shale Used as an Alternative Landfill Liners." Advances in Civil Engineering 2022 (February 21, 2022): 1–13. http://dx.doi.org/10.1155/2022/9772816.

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The design of landfill liners of waste disposal to reduce migration of leachate containment, low swelling, and shrinkage and ensure sufficient shear strength to resist bearing capacity and instability of the landfill has been a major challenging task to landfill engineers. Over the last decade, there has been an increase in research on the stability of substitute materials as liners that are environmentally friendly, cost-effective, and socially beneficial due to the growing cost of traditional landfill liners. In this regard, geotechnical tests were conducted on shale samples treated with 0–1

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Locastro, João Karlos, and Bruno Luiz Domingos De Angelis. "Barreiras de impermeabilização: configurações aplicadas em aterros sanitários." Revista Eletrônica em Gestão, Educação e Tecnologia Ambiental 20, no. 1 (2016): 200. http://dx.doi.org/10.5902/2236117019963.

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With the growth of cities and expansion in the generation of municipal solid waste are becoming increasingly common the presence of landfills. These landfills must be made with waterproof barriers (liners) able to contain leachate, thereby preventing scattering of contamination plumes. In this sense, this study aims to list the major liners found in landfills, presenting their features, in addition to exposing examples applied in landfills across the country. To this end, it conducted a literature finding the different existing liners and their respective peculiarities. With the study we obser

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7

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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8

Raloff, J. "Unexpected Leakage through Landfill Liners." Science News 135, no. 11 (1989): 164. http://dx.doi.org/10.2307/3973227.

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9

Koś, Karolina, and Eugeniusz Zawisza. "Landfill liners from dam reservoir sediments." Annals of Warsaw University of Life Sciences – SGGW. Land Reclamation 48, no. 1 (2016): 41–52. http://dx.doi.org/10.1515/sggw-2016-0004.

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Abstract Landfill liners from dam reservoir sediments. Every municipal solid waste landfill has to be properly secured to protect the natural environment from possible leachate. Most often an artificial sealing is used, which is based on a soil liner from cohesive soils (clays, silts). Usability evaluation of bottom sediments from Rzeszowski Reservoir for building these liners was presented in the paper. Sediments from dam reservoirs, gathered as a result of the siltation process, can be a valuable material for earthworks purposes. Determination of their possible ways of usage is important, es

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Barrima, Amr, Ibrahim M. Mashhour, and Nabil H. Amer. "Effect of Bentonite Content on Hydraulic Conductivity of Sand-Bentonite Mixtures Used in Landfill Liners as an Alternative to Clay Liner in Egypt." IOP Conference Series: Earth and Environmental Science 1056, no. 1 (2022): 012029. http://dx.doi.org/10.1088/1755-1315/1056/1/012029.

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Abstract Compacted clays are commonly utilized as landfill liners due to their impermeable properties, however, the availability of natural clay soil may be difficult or prohibitively expensive in some regions thanks to the expense of transportation, the local soil availability or regulation. As an alternative hydraulic barrier, a compacted mixture of sand with a low percentage of bentonite (6% to 14%) was used. The purpose of this research is to investigate the applicability of bentonite available in the Egyptian market for controlling the hydraulic conductivity of sand-bentonite mixtures to

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Dissertations / Theses on the topic "Landfill liners"

1

Shashikumar, Bangalore M. "Effect of leachate on the stability of landfill composite liners." Ohio : Ohio University, 1992. http://www.ohiolink.edu/etd/view.cgi?ohiou1173217012.

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2

Diener, Silvia. "Ageing behaviour of steel slags in landfill liners." Licentiate thesis, Luleå tekniska universitet, Geovetenskap och miljöteknik, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-26542.

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Steel slags are by-products of the steelmaking process. To avoid unnecessary disposal, e.g. into landfill, their chemical and physical properties should be exploited to support alternative uses. Steel slags can be recycled within the steel plant or used as construction material in roads, hydraulic engineering and different types of barriers, including landfill covers. A landfill cover consists of several layers, including a liner with low water and gas permeability in order to reduce methane and leachate emissions. Several studies have demonstrated that steel slags have good potential to fulfi

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Sangam, Henri Pilakani. "Performance of HDPE geomembrane liners in landfill applications." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ58232.pdf.

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4

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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Herrmann, Inga. "Use of sedondary construction material in landfill cover liners." Licentiate thesis, Luleå : Luleå tekniska universitet/Samhällsbyggnad/Avfallsteknik, 2006. http://epubl.ltu.se/1402-1757/2006/65/LTU-LIC-0665-SE.pdf.

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6

Silver, Robert Kenneth. "The compaction and permeability performance of mineral landfill liners." Thesis, University of the West of Scotland, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.309630.

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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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Li, Belinda. "Perfluorinated compounds in landfill leachate and their effect on the performance of sodium bentonite landfill liners." Thesis, University of British Columbia, 2011. http://hdl.handle.net/2429/37095.

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Perfluorinated compounds (PFCs) are a class of persistent organic pollutants (POPs) with potential major health and environmental concerns. PFCs are thermally and chemically stable, and do not readily degrade in the environment. PFCs have been detected in numerous environmental matrices, including surface water, ground water and sediment. PFCs are used for surface treatments for paper and textiles, industrial surfactants, insecticides and fire-fighting foams. Given their widespread use, products that contain PFCs have been, and continue to be disposed in landfills after their useful lives. Typ

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9

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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Elliott, Scott. "The evaluation and improvement of mineral liners for landfill leachate containment." Thesis, University of Exeter, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.313107.

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Books on the topic "Landfill liners"

1

W, Brown Kirk, and Hazardous Waste Engineering Research Laboratory, eds. Quantification of leak rates through holes in landfill liners. U. S. Environmental Protection Agency, Hazardous Waste Engineering Research Laboratory, 1987.

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2

Bright, Mildred Ivamide. Attenuation of leachate organic micropollutants by geochemically designed high attenuation landfill liners. University of Birmingham, 1997.

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3

United States. Environmental Protection Agency. Technology Innovation Office, ed. Leak detection for landfill liners: Overview of tools for vadose zone monitoring. U.S. Environmental Protection Agency, Technology Innovation Office, 1998.

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4

United States. Environmental Protection Agency. Technology Innovation Office., ed. Leak detection for landfill liners: Overview of tools for vadose zone monitoring. U.S. Environmental Protection Agency, Technology Innovation Office?, 1998.

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5

Hix, Karen. Leak detection for landfill liners: Overview of tools for vadose zone monitoring. U.S. Environmental Protection Agency, Technology Innovation Office, 1998.

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6

Salim, Imad Ali. Modeling the sorption and transport of heavy metals through landfill clay liners. UMI dissertation services, 1997.

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7

Darkin, Matthew Grummant. Influence of anaerobic microbial conditions on the passage of leachate through clay landfill liners. University of Portsmouth, Dept. of Civil Engineering, 2001.

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8

United States. Environmental Protection Agency, ed. Leak, Detection For Landfill Liners... Overview Of Tools For Vadose Zone Monitoring... U.S. Environmental Protection Agency... August 1998. s.n., 1999.

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9

Krapac, Ivan G. Construction, monitoring, and performance of two soil liners. Illinois State Geological Survey, 1991.

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10

Darilek, Glenn T. The electrical leak location method for geomembrane liners. U.S. Environmental Protection Agency, Hazardous Waste Engineering Research Laboratory, 1988.

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Book chapters on the topic "Landfill liners"

1

Rowe, R. Kerry, and Yan Yu. "Tensile Strains in Geomembrane Landfill Liners." In Proceedings of GeoShanghai 2018 International Conference: Ground Improvement and Geosynthetics. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0122-3_1.

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2

Jayasekera, Samudra. "Toward Sustainable Design of Landfill Clay Liners." In Sustainability in the Mineral and Energy Sectors. CRC Press, 2016. http://dx.doi.org/10.1201/9781315369853-19.

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3

Moussai, Belkacem. "Permeability Control of Compacted Landfill Liners and Covers." In Proceedings of the 8th International Congress on Environmental Geotechnics Volume 2. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2224-2_63.

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4

Santhosh, Krishna, G. Sanoop, Sobha Cyrus, and Benny Mathews Abraham. "The Suitability of Marine Clay–Zeolite Mix as Landfill Liners." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5644-9_9.

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Gourc, J. P., and H. N. Pitanga. "Geosynthetic liners on landfill cover slope: Possible reinforcement of the stability of veneer soil layer." In New Horizons in Earth Reinforcement. CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-104.

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6

Bayoumi, S., H. El-Karamany, and D. El-Monayeri. "Hydraulic stability of sanitary landfills liners." In Geotechnics for Developing Africa. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211174-2.

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7

Macari, Emir J., and Carlos H. Ortíz-Gómez. "Impermeable Barrier Liners in Containment Type Landfills." In Environmental Biotechnology and Cleaner Bioprocesses. CRC Press, 2023. http://dx.doi.org/10.1201/9781003417163-6.

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8

Amalu, P. A., and Ajitha B. Bhaskar. "Effect of Clay-Embedded Zeolite as Landfill Liner." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6237-2_68.

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9

Kavya, K. S., and A. R. Ajitha. "Microbially Treated Lateritic Soil as a Landfill Liner Material." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2260-1_8.

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10

Pu, Hefu, Jinwei Qiu, Junjie Zheng, and Rongjun Zhang. "Effect of Liner Consolidation on Contaminant Transport Through a Landfill Bottom Liner System." In Springer Series in Geomechanics and Geoengineering. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-97115-5_88.

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Conference papers on the topic "Landfill liners"

1

Wysocka, Małgorzata E., and Katarzyna Zabielska-Adamska. "Impact of Protective Barriers on Groundwater Quality." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.063.

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The storage yard’s leak-proof protection should be achieved by means of independent protective barriers in the form of geological barriers, artificial sealing layers, mineral soil liners and covers, as well as sidewall sealing. Some years ago, construction and exploitation of landfill sites in Poland took place without any guidelines and legal regulations. Landfills, especially situated in rural areas, were quite often constructed directly on the grounds, e.g. in former aggregate excavations, without any protection. Examples of the municipal landfills, located in the sites of adverse geologica

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2

Bani Baker, M. "Investigating the influence of alternative fuels on the properties of sand-bentonite liners." In Advanced Topics in Mechanics of Materials, Structures and Construction. Materials Research Forum LLC, 2023. http://dx.doi.org/10.21741/9781644902592-70.

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Abstract. Landfills are one of the most effective ways utilized to dispose the wastes and usable up today, most of their failures were suspected due to the failure of their protecting natural liners. Landfill liners failure is one of the most problematic issues that face engineers and expose governments, societies, and the environment to high costs. Protection of groundwater requires that natural landfill liner structure be able to reserve its properties in harsh conditions and over a long period. However, the composition of disposed of residuals might change in the following contemporary tren

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3

Lu, Haijun. "The effect of landfill leachate pH to pollutants transport through landfill liners." In 2010 2nd International Conference on Education Technology and Computer (ICETC). IEEE, 2010. http://dx.doi.org/10.1109/icetc.2010.5529548.

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Hoor, A., and R. K. Rowe. "Application of Thermal Insulation in Landfill Liners." In Geo-Frontiers Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)106.

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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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García, P. M., and J. Vega-Galaz. "Validating LFG Generation Model With Recovery Rates From Mexican Landfills." In ASME 2013 Power Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/power2013-98029.

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Landfill gas (LFG) recovery predictions obtained using Mexico Landfill Gas Model 2.0 were compared to LFG recovery rates from the two biggest landfills in Mexico (Mexico City Landfill called “Bordo Poniente” and Monterrey City Landfill “SIMEPRODE”.). The corresponding landfill characteristics (e.g. leachate levels and handling; use of covers and/or liners, compaction procedures, etc.) where analyzed and considered for the modeling in both cases, resulting in recovery efficiency rates and correction factors for each site. For Mexico City landfill, a pumping test was performed for a period of 25

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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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Khire, Milind V., Mazen Haydar, and Moumita Mukherjee. "Liquid Head on Landfill Liners Due to Leachate Recirculation." In GeoCongress 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40803(187)280.

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Goldenberg, Marat, and Krishna Reddy. "Evaluation of Prototype Geosynthetic Clay Liners in Landfill Cover Applications." In Geo-Chicago 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480144.039.

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Purdy, Scott, and Vince Suryasasmita. "Comparison of Hydraulic Conductivity Test Methods for Landfill Clay Liners." In GeoShanghai International Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40860(192)42.

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Reports on the topic "Landfill liners"

1

Daley, P. Phase II Fort Ord Landfill Demonstration Task 8 - Refinement of In-line Instrumental Analytical Tools to Evaluate their Operational Utility and Regulatory Acceptance. Office of Scientific and Technical Information (OSTI), 2006. http://dx.doi.org/10.2172/899380.

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Jung, Jacob, Michael Guilfoyle, Austin Davis, Christina Saltus, Eric Britzke, and Richard Fischer. Threatened, endangered, and at-risk species for consideration into climate change models in the Northeast. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/42143.

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This special report provides a selection process for choosing priority species using the specific focus of high-elevation, forested habitats in the North Atlantic to demonstrate the process. This process includes criteria for choosing invasive species to incorporate into models, given the predicted spread of invasive plant species because of climate change. Discussed in this report are the US Army Corps of Engineers’ Threatened and Endangered Species Team portal, the US Fish and Wildlife Service’s Information for Planning and Consultation Portal, the nonprofit organization Partners in Flight’s

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