Готові списки джерел за темами / Drainage geocomposite

Добірка наукової літератури з теми "Drainage geocomposite"

Автор: Grafiati
Опубліковано: 6 вересня 2023

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Статті в журналах з теми "Drainage geocomposite"

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Cholewa, Mariusz, and Karol Plesiński. "Performance Comparison of Geodrain Drainage and Gravel Drainage Layers Embedded in a Horizontal Plane." Materials 14, no. 21 (October 22, 2021): 6321. http://dx.doi.org/10.3390/ma14216321.

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Drainage materials are widely used, among other uses, in the construction of landfills. Regulations require a drainage layer in the base and a covering for the landfill. The implementation of a gravel drain requires a lot of material and financial outlays. New geocomposite materials are an alternative, and facilitate construction. The aim of the research was to compare the drainage properties of the Pozidrain 7S250D/NW8 geocomposite and gravel drainage. The model test was performed on a specially prepared test stand. The research was carried out for model #1, in which the gravel drainage was built. Model #2 had a drainage geocomposite built into it. The test results show the values of the volumetric flow rate for geodrains, with a maximum value of 40 dm3·min−1. For the gravel layer, values of up to 140 dm3·min−1 were recorded. Another parameter recorded during the damming of water by the embankment was the speed of water suction by the geosynthetic and gravel drainage; the values were 0.067 and 0.024 m3·s−1, respectively. The efficiency of water drainage through the geocomposite was sufficient. It is possible to use the slopes of the landfill for drainage, which will reduce material and financial outlays.
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Vasilyev, Sergey Mikhailovich, Yuri Mikhailovich Kosichenko, and Oleg Andreevich Baev. "New Types of Geo-Composite Materials for Anti-Filtration Systems." Solid State Phenomena 316 (April 2021): 1031–37. http://dx.doi.org/10.4028/www.scientific.net/ssp.316.1031.

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The article discusses the results of studies of new types of geocomposite materials used for anti-filtration and drainage purposes in hydraulic engineering and environmental protection construction. As the main elements, the presented geocomposite materials include various types of synthetic materials – bentonite mats and profiled geomembrane. A distinctive feature of these materials is the inclusion of additional elements of geotextile material or polymer geomembrane in their design, these elements are connected to the main element by thermal bonding. As a result, the combined geocomposite materials acquire new properties: they become more waterproof and durable. At the same time, waterproof materials are used for anti-filtration systems (as screens and coverings for canals, ponds, dams and various types of waste collectors), and previous material are used for drainage systems (as drainage in hydraulic and civil engineering). New types of geocomposite materials have improved properties on water resistance and water permeability (filtration coefficient), durability and strength.
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Mankodi, Hireni. "Geocomposite Manufactured from PP Nonwoven/HDPE Geonet." Advanced Materials Research 622-623 (December 2012): 1310–13. http://dx.doi.org/10.4028/www.scientific.net/amr.622-623.1310.

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Geogrids are used as reinforcement materials for soil foundation structure in the geotechnical applications. Also, geogrids have the excellent tensile strength and modulus and therefore, geogrids can show the good reinforcement function within the soil foundation structure that the loads are concentrated. However, geogrids don't have the excellent efficiency to control the migration and loss of fine soil particles to be passed due to the large apertures (opening size).The new concept of reinforced geotextile composites, which can show both functions of reinforcement and separation/drainage and was manufactured by combining nonwoven geotextiiles and geogrid or geonetusing adhesive or thermal bonding process. Geotextile-Geonet Composites compose of geotextile-geonet-geotextilesandwich use for separation and filtration functions. Hence the objective of this study is to manufacture geocomposite for easy installation and better stability of sandwich material in soil condition. This geocomposites are evaluated for its performance.
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4

Szatmári, T., and S. Fischer. "Performance of drainage geocomposites applied as capillary break layers." IOP Conference Series: Materials Science and Engineering 1260, no. 1 (October 1, 2022): 012029. http://dx.doi.org/10.1088/1757-899x/1260/1/012029.

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Abstract The phenomenon of capillary rise can cause water rise up 2-3m above the high water table within the soil. Due to this effect the shear strength of fine-graded soil is decreased, or it can damage decorative floorings, paved areas, concrete and different manmade structures. Furthermore, in arid regions the ground water is often saline with a high concentration of chloride ions, which can be harmful to vegetation. The traditional methods to solve the above mentioned problems with breaking the capillary rise can be the use of free draining granular soil with very low fines contents, usually with 30 to 50 cm thickness. One of the effective capillary break methods is creating an air void between the soil layers with the help of drainage geocomposites therefore capillary rise of water is prevented. This paper presents the research work of the above described capillary break phenomenon with different types of geocomposite drainage layers in laboratory controlled conditions.
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Henry, Karen S., and Robert D. Holtz. "Geocomposite capillary barriers to reduce frost heave in soils." Canadian Geotechnical Journal 38, no. 4 (August 1, 2001): 678–94. http://dx.doi.org/10.1139/t01-010.

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We investigated the potential for geosynthetic capillary barriers to reduce frost heave in soils by freezing upright, cylindrical soil specimens with horizontal disks of geosynthetics placed in them. During freezing, water was freely available at 25 mm above the base of 150 mm high specimens. The geosynthetics were located 5 mm above the water supply. We measured frost heave and final water content profiles of specimens containing geosynthetic capillary barriers and control specimens. The thermal conditions of the tests were typical of pavements in cold regions. Geotextiles prepared to simulate field conditions (i.e., moistened and containing soil fines) failed to significantly reduce frost heave. However, geocomposites comprising needle-punched polypropylene geotextiles sandwiching a drainage net, prepared in the same way as the moistened geotextiles containing soil fines, reduced frost heave when the soil water suction head in the overlying soil was 1800 mm or more. The geocomposites did not significantly reduce heave when the soil water suction head in the overlying soil was 800 mm or less. This is probably due to water migration between the two layers of soil, through the geotextiles and along the net of the geocomposite.Key words: capillary barrier, frost heave, geosynthetic, geotextile, geocomposite, soil freezing.
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6

Ke, Han, Yunmin Chen, and Delwyn G. Fredlund. "Steady-state drainage in a liquid collection system with two different slopes." Canadian Geotechnical Journal 47, no. 4 (April 2010): 377–87. http://dx.doi.org/10.1139/t09-090.

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Liquid collection layers are commonly used as part of modern landfills. These collection layers are often composed of two sections with different slopes. Design methods are presently available for limited cases where there is no drain at the connection between the two sections. This paper presents a computational solution based on the Dupuit assumption to calculate the maximum liquid depth and provide the liquid profile for the drainage systems comprising two different slopes. A case study showed that, in most cases, the maximum depth of the downstream section is determined by the total horizontal length of the two sections, the slope of the downstream section, and the inflow rate. The application of a geocomposite in the downstream section can significantly reduce the maximum liquid depth in both the upstream and downstream sections of the drainage system. The application of a geocomposite in the upstream section can only influence the maximum depth in the upstream section of the drainage system. Simplified procedures are proposed that can estimate the maximum depth in the upstream and downstream sections if the drainage layer consists of one material.
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Campos, Jéssica C. D., Roberta Passini, and Kaio F. M. do Nascimento. "Thermography and physiology of stress in dairy calves in outdoor holding pens covered with geosynthetics." Revista Brasileira de Engenharia Agrícola e Ambiental 25, no. 11 (November 2021): 787–93. http://dx.doi.org/10.1590/1807-1929/agriambi.v25n11p787-793.

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ABSTRACT This study aimed to assess the environmental variables, thermal comfort indices and physiological responses of calves in outdoor holding pens shaded with geosynthetics. Twenty crossbred females (Giroland, Jersey and Holstein) in the suckling phase (from birth to 90 days old) with an average initial live weight of 40.6 kg were used. A completely randomized block design was used, in a 4 × 3 factorial scheme with five replicates. The roofing materials (polyethylene mesh, geocomposite drainage layer, nonwoven geotextile and woven geotextile) were the first factor and time periods (8 to 10 a.m., 12 to 2 p.m. and 4 to 6 p.m.) the second factor. The following environmental variables were measured to calculate thermal comfort indices: temperature-humidity index, black globe-humidity index and enthalpy. The physiological variables analyzed were respiratory rate, rectal temperature and skin temperature. Environmental variables and thermal comfort indices did not differ between the different roof types, however, a significant difference (p ≤ 0.01) was observed between the time periods, with 12 to 2 p.m. being the most critical period. The lowest average respiratory rate (60.3 breaths min-1) and rectal temperature (38.9 °C) were recorded for the animals kept under the geocomposite drainage layer roof. There was a significant difference (p ≤ 0.05) for interaction between treatment and time periods for the cannon area. The geosynthetics studied can be used as roofing material for outdoor holding pens, with the geocomposite drainage layer being the most indicated for tropical regions.
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ÖZDOĞAN DÖLÇEK, Ayşe. "Laboratory Experiments on Performance Evaluation of Geocomposite Drainage Materials." Sakarya University Journal of Science 26, no. 1 (February 28, 2022): 38–53. http://dx.doi.org/10.16984/saufenbilder.962783.

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Khire, Milind V., and Mazen M. Haydar. "Leachate Recirculation in Bioreactor Landfills Using Geocomposite Drainage Material." Journal of Geotechnical and Geoenvironmental Engineering 133, no. 2 (February 2007): 166–74. http://dx.doi.org/10.1061/(asce)1090-0241(2007)133:2(166).

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Forogo, B. W., G. Stolz, M. Coquery, S. Bonelli, N. Chaouch, and N. Touze. "Innovative geocomposite for dredged sediments depollution." IOP Conference Series: Materials Science and Engineering 1260, no. 1 (October 1, 2022): 012017. http://dx.doi.org/10.1088/1757-899x/1260/1/012017.

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Abstract In France, sediments from river dredging are considered as waste. Without any special treatment, they must be stored in landfills. The dredged sediments of our area of study (North of France) are polluted with trace metals (antimony and zinc are above the French regulation threshold). The main objective of this study is to develop a new method of active depollution and dewatering treatment in order to enable the reuse of treated sediments. This treatment is carried out through ponds equipped with innovative geocomposite. This innovative geocomposite has two typical passive functions (filtration and drainage). In addition, it is functionalized by an innovative electrokinetic technology to confer it active roles (depollution and dewatering). Electrokinetic consists in applying a difference of electrical potential to a porous medium. We present here the results of a preliminary laboratory study that simulates this new method on a short-term (3 weeks) experiment. The results show that the electrokinetic treatment has an impact on the chemical and physical properties of sediments. The treatment reduces by 50% the concentration of zinc in the leachate after lixiviation.
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Більше джерел

Дисертації з теми "Drainage geocomposite"

1

Semach, Alexis Caryn. "Geotextiles for use in Drainage Systems in Coal Combustion Product Landfills." The Ohio State University, 2010. http://rave.ohiolink.edu/etdc/view?acc_num=osu1282062557.

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Sweet, Joseph G. "Vertical stiffness characterization of a geocomposite drainage layer for PCC highway pavements." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=4268.

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Thesis (M.S.)--West Virginia University, 2005.
Title from document title page. Document formatted into pages; contains xiii, 171 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 152-154).
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3

Helstrom, Christopher L. "Performance and Effectiveness of a Thin Pavement Section Using Geogrids and Drainage Geocomposite in a Cold Region." Fogler Library, University of Maine, 2005. http://www.library.umaine.edu/theses/pdf/HelstromC2005.pdf.

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4

Bourgès-Gastaud, Sébastien. "Développement de géocomposites innovants dédiés à l'assèchement de boues minières : contributions des phénomènes mécanique et électro-osmotique." Thesis, Grenoble, 2014. http://www.theses.fr/2014GRENU018.

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L'industrie minière produit d'énormes quantités de déchet (millions de tonnes par an), souvent sous forme de boue à cause de la forte teneur en eau et en argile. Ces boues liquides sont problématiques car elles se consolident très lentement : elles limitent la réhabilitation des parcs à résidus où elles sont stockées et augmentent le risque de rupture des barrages entourant les parcs à résidus (coulée de boue). Améliorer l'assèchement des boues minières est nécessaire afin d'augmenter la stabilité des parcs à résidus et de recycler l'eau contenue dans la boue. La solution proposée dans cette thèse consiste à insérer des géocomposites de drainage (GCP) dans les parcs à résidus afin de permettre à l'eau contenue dans la boue de s'évacuer. Pour mobiliser l'eau dans ces boues à faible conductivité hydraulique, deux phénomènes ont été investigués : la consolidation des boues sous contrainte mécanique et la migration de l'eau par électro-osmose (EO). Afin d'attester de la faisabilité d'appliquer ces 2 phénomènes avec des GCP, chacune des fonctions des GCP a été évaluée : les fonctions de base (filtration et drainage) pour provoquer l'asséchement mécanique et une nouvelle fonction de conduction électrique pour appliquer l'EO.La filtration de boue par géotextile (GTX) a été investiguée car contrairement à la filtration de sol, elle demeurait peu décrite dans la littérature et semblait délicate à cause de l'argilosité de la boue. Des tests de filtration sous pression ont permis de tester 8 GTX avec une même boue argileuse, puis 8 boues de granularités différentes avec un même GTX. Les résultats indiquent que les GTX n'ont un impact qu'au début de la filtration : ils retiennent les particules les plus grossières ce qui induit la formation d'un gâteau de filtration qui devient rapidement l'élément filtrant, le GTX n'est alors plus qu'un support. Une même boue filtrée par 8 GTX différents conduit à un même assèchement alors que les 8 boues différentes filtrées avec un même GTX conduisent à 8 assèchements différents : l'assèchement final est contrôlé par la composition de la boue et est totalement indépendant du GTX utilisé. Ces essais de filtration ont permis d'évaluer l'assèchement mécanique des boues : la pression appliquée (50kPa) conduit à l'expulsion de l'eau libre, alors que l'eau liée reste dans la boue. Cela est dû aux différents niveaux de liaison de l'eau dans la boue : l'eau liée ne peut être extraite mécaniquement. Ainsi les fonctions de base des GCP provoquent un asséchement mécanique du à l'augmentation de la contrainte lors du remplissage des parcs à résidus. En revanche, l'asséchement mécanique est limité à l'extraction de l'eau libre ; il est apparu essentiel de proposer un nouveau moteur pour extraire l'eau liée.La principale innovation de ce travail est l'ajout d'une nouvelle fonction au GCP : l'ajout d'éléments conducteurs dans les GCP permet d'appliquer l'EO dans les boues. Ce phénomène permet de mobiliser une partie de l'eau liée en imposant un courant électrique. Des prototypes de GCP électrocinétique (eGCP) ont été développés et testés dans un dispositif expérimental dédié. Les résultats montrent que la filtration et la conduction électrique sont assurées efficacement par les eGCP disposés de part et d'autre de la boue. La boue testée est issue des sables bitumineux (FFT) et est très problématique car sa consolidation est extrêmement lente. Les résultats obtenus sont très encourageants : la phase mécanique porte la siccité de la boue de 45% à 61%, puis l'EO permet d'atteindre une siccité de 77% et une résistance au cisaillement de 77 kPa, alors que la réglementation exige d'atteindre 10 kPa.Pour conclure, les différentes expérimentations montrent que les boues minières peuvent être asséchées par des GCP en cumulant les effets de la compression mécanique, grâce aux fonctions classiques des GCP et de l'EO grâce à l'ajout d'une nouvelle fonction de conduction électrique. Cette solution a fait l'objet d'un brevet
A host of mining practices produces huge quantity of fine-grained mineral sludges whose disposal in ponds is often challenging. The key problem caused by these sludges is their very poor geotechnical properties, which are caused by their high water and clay content. These sludges are hard to dewater because of their low hydraulic conductivity. Dewatering sludges to increase its shear strength and reduce the volume of material to be contained thus represents a preferred path to reduce the risk of pond's failure, reduce the pond's footprint, and maximize water recycling. To dewater mining sludges, the solution foreseen in this PhD is to intercalate some geocomposites (GCPs) layers within the sludge-disposal area to create draining horizons to permit mechanical dewatering and to apply electro-osmosis (EO) across sludges layers to induce water migration. To evaluate the efficiency of GCPs at enhancing sludges dewatering by both of these phenomena, the different functions of GCPs (filtration, drainage, and electric conduction) were experimentally investigated during this PhD.To study sludge filtration by geotextile (GTX), pressure filtration tests were used to filter 8 different high-clay-content sludges with 8 different nonwoven GTXs. Only a few studies have considered the filtration of sludge by GTXs. The sludges were formulated by mixing kaolinite and silt to obtain 8 different grain-size distributions. The results indicate that sludges can be filtered with nonwoven GTXs selected on the basis of their pore-opening size. In addition, only during the early stage of filtration GTXs really influence filtering because it is at this stage that, by retaining coarser particles, they allow progressive formation of filter cake. Upon forming, the filter cake becomes the major contributor to particle retention. The sludge composition is found to be the most significant factor affecting the final state of dewatering. In other words, the GTX does not control the final dewatering; the sludge itself controls the final solid content. These filtration tests showed that mechanical dewatering is effective for removing free water, but bounded water remains in the sludge because of the high bonding forces between water and solid matter. Facing this limitation of mechanical dewatering, a new way to extract bounded water had to be proposed.The main innovation brought by this PhD concerns the addition of a new function to GCP, by adding conductive elements into the GCP to apply EO in the sludge. Electro-osmosis (EO) forces water to migrate from anode to cathode and is sufficient to remove a significant portion of bounded water that cannot be removed by mechanical dewatering. Some prototypes of electro-kinetics GCP (eGCP) were developed, and tested in a new laboratory setup. This experimental device was developed to evaluate simultaneously the different functions of eGCPs, namely, drainage or filtration and electrical conductivity. It has the particularity that it uses eGCPs as both a draining medium and electrode. The results show that fluid fine tailings (FFTs), a particularly hard to dewater sludge from oil-sand exploitation, are significantly dewatered by the combination of normal stress compression, and then EO treatment: the FFT solids content increased from 45% to 61% during the compression phase and to 77% during the EO phase. The applied treatment led to a significant consolidation of the FFT: shear strength increased from zero to about 77 kPa which is significantly greater than the 10 kPa required by government regulations.To conclude, eGCPs can drain water expulsed during sludge consolidation in response to the filling of the disposal area, thanks to the classical function of GCP, as well as impose a voltage across FFT to displace water by electro-osmosis from anode to cathode, thanks to conductive elements embedded in eGCP. This solution was patented at the end of the PhD
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5

Kalore, Shubham Arun. "Improved Methods for Filtration, Drainage and Structural Evaluations With and Without Geocomposites for Subsurface Drainage of Pavements." Thesis, 2023. https://etd.iisc.ac.in/handle/2005/6150.

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Pavements are continuously exposed to the environment leading to ingress of water from multiple sources that structurally weakens the pavement materials. The conventional solution for drainage requires granular material of a minimum thickness of 250 mm, reflecting a massive demand for suitable quality aggregates. The potential alternative to reduce the demand is incorporating a drainage geocomposite in pavements. In this thesis, improved methods for filtration, drainage, and structural evaluations with and without geocomposites are developed. The unbounded granular materials are required to be internally stable to perform self-filtration. This study investigates the practical utility of Cu and Cc in evaluating the internal stability of soils. A theoretical approach for predicting critical hydraulic gradients is developed based on the notion of differential void states of fine fraction of internally unstable soils. Granular and geotextile filters are provided in the subsurface drainage systems to limit soil erosion and allow unimpeded water seepage. In this thesis, improved design criteria are developed for the filter requirements of soil retention, hydraulic conductivity, and clogging. Further, a new approach based on the demand-capacity model is developed for the hydraulic design of granular and granular-cum-geocomposite drainage layers in pavements. Lastly, the influence of the granular filter characteristics and geocomposite on the modulus of the subgrade-subbase interface is investigated based on the Resilient Modulus tests of composite samples. Improvements to current codal provisions and specifications for subsurface drainage of pavements are suggested and illustrated.
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6

Yates, Trevor Butler. "Hydraulic performance and stability of geosynthetic landfill cover systems with constrained drainage at the outlet." Thesis, 2011. http://hdl.handle.net/2152/ETD-UT-2011-08-4364.

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Sliding failures of landfill cover systems are common, and the slip surface is often at the interface between a geosynthetic drainage layer and an underlying textured geomembrane. In an effort to understand the sliding failures, the objectives of this research project are to summarize current regulation and practice in landfill cover design, use experimental methods to characterize the behavior of geosynthetic landfill materials in cover systems approaching failure, and develop models to evaluate the hydraulic performance and stability of landfill cover systems. Inclined plane tests were conducted to explore the behavior of a geosynthetic drainage material/textured geomembrane interface. The interface had effective normal stress dependent strain softening behavior, with more strain softening measured at higher effective normal stresses. A numerical model for confined flow in a drainage layer with a constrained outlet was developed. The model was used to evaluate how water fills and empties from a geosynthetic drainage layer for a variety of inflow conditions and constraints to flow at the outlet. The model was used to demonstrate that a drainage layer that effectively conveys water out of a cover system with a free flowing drainage outlet quickly fills with water when the outlet has a modest constraint to flow. An iterative, numerical model was developed to calculate stability solutions for landfill cover slopes that satisfy force equilibrium and strain compatibility while accounting for effective normal stress dependent strain softening and various pore water pressure conditions. Stability solutions reveal that depending on the water pressure in the drainage layer, the geosynthetic drainage material may experience tension at many points along the slope. It is crucial for the stability of the landfill cover system to maintain free-flowing conditions at the drainage layer outlet. A modest constraint to flow at the outlet has a significant adverse effect on the ability of the landfill cover drainage layer to convey water out of the system, which can lead to instability. The drainage layer outlet should be designed to ensure free flow of water out of the drainage layer.
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Книги з теми "Drainage geocomposite"

1

National Research Council (U.S.). Transportation Research Board., ed. Geocomposite pavement drain systems, 1991. Washington, D.C: Transportation Research Board, National Research Council, 1991.

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2

United States. Federal Aviation Administration. Research and Development Service., ed. Performance of prefabricated geocomposite subdrainage system in an airport runway: Final report. Washington, DC: U.S. Dept. of Transportation, Federal Aviation Administration, Research and Development Service, 1993.

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3

1949-, Bhatia Shobha K., and Suits L. David 1945-, eds. Recent developments in geotextile filters and prefabricated drainage geocomposites. West Conshohocken, PA: ASTM, 1996.

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4

Bhatia, SK, and LD Suits, eds. Recent Developments in Geotextile Filters and Prefabricated Drainage Geocomposites. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 1996. http://dx.doi.org/10.1520/stp1281-eb.

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Частини книг з теми "Drainage geocomposite"

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Huchegowda, BK, and S. Sireesh. "Effect of traffic loads on drainage capacity of geocomposite embedded pavement layers." In Smart Geotechnics for Smart Societies, 2594–99. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003299127-404.

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2

Chinkulkijniwat, Avirut, and Somjai Yubonchit. "Deformation Behavior of Mechanically Stabilized Earth Walls with Geocomposite Drainage Under Seepage Condition." In Landslide Science for a Safer Geoenvironment, 221–25. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05050-8_35.

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3

Hérault, Alain, and Dave Woods. "Abstract: The Long Term Performance of Geocomposite Drainage Materials Used as Capillary Break Layers." In Sustainable Civil Infrastructures, 232–42. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01944-0_18.

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4

Roychowdhury, D. "Geocomposite Drain for Capillary Cut-Off and Horizontal Subsurface Drainage in High Altitude Roads in Uttarakhand—A Case Study." In Lecture Notes in Civil Engineering, 775–88. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1831-4_69.

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Fourmont, Stephan, and Mathilde Riot. "The Use of Draintube Drainage Geocomposites Under Railway Infrastructures." In Lecture Notes in Civil Engineering, 585–97. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-77234-5_48.

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6

Paranhos, Haroldo, Rideci Farias, Joyce Maria Lucas Silva, Leonardo Ramalho Sales, Ranieri Araújo Farias Dias, and Roberto Pimentel de Sousa Júnior. "Evaluation of the Drainage Capacity of a Geocomposite Applied to the Green Roof of the Office of the Attorney General’s Office in Brasilia, After 14 Years of Its Application." In Sustainable Civil Infrastructures, 221–31. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01944-0_17.

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Marshall, R. W. "Use of geocomposite drains in landfill leachate drainage systems: the challenges." In Geosynthetics: Protecting the Environment, 153–64. Thomas Telford Publishing, 2003. http://dx.doi.org/10.1680/gpte.32347.0009.

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8

Shaner, K. R., and S. D. Menoff. "Impacts of Bentonite Geocomposites on Geonet Drainage." In Geosynthetics in Filtration, Drainage and Erosion Control, 167–76. Elsevier, 1992. http://dx.doi.org/10.1016/b978-1-85166-796-3.50016-5.

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9

Corbet, S. P. "The design and specification of geotextiles and geocomposites for filtration and drainage." In Geotextiles in filtration and drainage, 29–40. Thomas Telford Publishing, 1993. http://dx.doi.org/10.1680/gifad.19249.0003.

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Kearns, R. E. "Long-Term Performance of Geocomposites Used as Highway Edge Drains." In Geosynthetics in Filtration, Drainage and Erosion Control, 177–85. Elsevier, 1992. http://dx.doi.org/10.1016/b978-1-85166-796-3.50017-7.

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Тези доповідей конференцій з теми "Drainage geocomposite"

1

Chen, R. H. L., J. Leng, and A. Zhao. "Performance of Concrete Pavements using Geocomposite Drainage Layer." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40782(161)3.

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2

Khire, Milind V., and Mazen M. Haydar. "Leachate Recirculation Using Geocomposite Drainage Layer in Engineered MSW Landfills." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40789(168)10.

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3

Evans, Mark D., Karen S. Henry, Scott A. Hayden, and Morgan Reese. "The Use of Geocomposite Drainage Layers to Mitigate Frost Heave in Soils." In 11th International Conference on Cold Regions Engineering. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40621(254)27.

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4

Thiel, R., and D. Narejo. "Lamination Strength Requirements for Geonet Drainage Geocomposites." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40789(168)11.

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5

Kuhn, J. A., J. S. McCartney, and J. G. Zornberg. "Impinging Flow Over Drainage Layers Including a Geocompostie." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40782(161)16.

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6

Fourmont, Stephan B., and George R. Koerner. "Determining the Long-Term Transmissivity of Selected Drainage Geocomposites to Landfill Leachate." In Geotechnical Frontiers 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480434.029.

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