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Zeitschriftenartikel zum Thema „Geosynthetics“

Autor: Grafiati

Veröffentlicht am 4. Juni 2021

Zuletzt aktualisiert am 25. Juli 2025

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1

Yoo, Chungsik. "Geosynthetic Solutions for Sustainable Transportation Infrastructure Development." Sustainability 15, no. 22 (2023): 15772. http://dx.doi.org/10.3390/su152215772.

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Geosynthetic engineering has made significant advances during the past decade in the areas of manufacturing and practical applications. As a result, geosynthetics have become essential materials that facilitate construction, better improve short- and long-term performance, and reduce long-term maintenance costs in routine civil engineering projects. Geosynthetics are also being recognized as fundamental to sustainable infrastructure development as they reduce the carbon footprint generated by infrastructure development by minimizing the use of natural construction materials. Creative use of ge

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Sprague, C. Joel, and James E. Sprague. "Functional longevity of exposed geosynthetics." E3S Web of Conferences 569 (2024): 09006. http://dx.doi.org/10.1051/e3sconf/202456909006.

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The time at which a geosynthetic’s performance falls below established functional thresholds is known as the geosynthetic’s functional longevity. As opposed to “durability” which commonly refers to an individual exposure environment such as UV exposure or a specific chemical exposure preceded and followed by an index test to quantify physical changes, functional longevity is the result of the synergistic effects of one or more exposure environments happening simultaneously or sequentially preceded and followed by a performance test. Therefore, functional longevity is characterized by a “suite”

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Plácido, Rafael Ribeiro, Fernando Henrique Martins Portelinha, Marcos Massao Futai, and Tiago de Jesus Souza. "Effect of Testing Mechanisms on the Load-Strain-Time Behavior of Geosynthetic Reinforcements." Geotechnical Testing Journal 47, no. 6 (2024): 1243–59. http://dx.doi.org/10.1520/gtj20230399.

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Abstract This study compares how geosynthetics behave under load, under strain, and over time when subjected to confined tensile tests in soil, employing two commonly used mechanisms in research. One test type simulates a reinforced layer, where tensile loads are indirectly applied to the geosynthetic via stresses transferred from the soil. In contrast, the other test applies tensile loads directly to the geosynthetic material using clamps while under soil confinement. The objective is to elucidate how these testing mechanisms might yield differing in-soil tensile characteristics for different

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Edwin, Fabián García-Aristizábal, Alberto Vega-Posada Carlos, and Nur y. Gallego-Hernández Alba. "Experimental study of water infiltration on an unsaturated soil-geosynthetic system." Revista Facultad de Ingeniería –redin-, no. 78 (March 19, 2016): 112–18. https://doi.org/10.17533/udea.redin.n78a15.

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This investigation presents experimental results from soil-geosynthetic column tests constructed to study the drainage capability of geosynthetics installed within an unsaturated soil and subjected to a water infiltration process. Two different types of permeable geosynthetics were tested; namely, non-woven geotextile and woven non-woven geocomposite. The infiltration process was monitored using negative/positive pore water pressure and volumetric water content transducers placed above and below the geosynthetic. The results showed that the geosynthetics behaved as an impermeable layer until t

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Wathugala, G. Wije, Baoshan Huang, and Surajit Pal. "Numerical Simulation of Geosynthetic-Reinforced Flexible Pavements." Transportation Research Record: Journal of the Transportation Research Board 1534, no. 1 (1996): 58–65. http://dx.doi.org/10.1177/0361198196153400109.

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In traditional analyses of flexible pavements the linear elastic material behavior is assumed for pavement materials. However, pavement materials do not behave as linear elastic materials. They can be better modeled by using elasto-plastic constitutive relationships. The consequences of the assumption of linear elasticity in the prediction of the behavior of geosynthetic-reinforced flexible pavements are presented. The effect of the stiffness of geosynthetic reinforcements on pavement behavior is also studied. The behavior of a geosynthetic-reinforced flexible pavement is analyzed by the finit

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Chauhan, Mr Yogesh B. "Design of Rigid Pavement Using Geosynthetic Material - A Review." International Journal for Research in Applied Science and Engineering Technology 13, no. 5 (2025): 4811–17. https://doi.org/10.22214/ijraset.2025.71430.

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Rigid pavement design plays a crucial role in infrastructure development, particularly in road construction. The use of geosynthetic materials in rigid pavement has gained attention due to its potential to enhance pavement performance, reduce maintenance costs, and extend service life. This review paper discusses various aspects of rigid pavement design incorporating geosynthetic materials. It covers different types of geosynthetics, their applications, benefits, and limitations in pavement engineering. The paper also presents a comprehensive analysis of previous research studies, highlighting

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Ma, Terrance, and Sina Javankhoshdel. "Loss of stability in geosynthetic-reinforced slopes." E3S Web of Conferences 569 (2024): 17004. http://dx.doi.org/10.1051/e3sconf/202456917004.

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Geosynthetics are commonly considered to provide restoring forces against sliding during overall slope stability analyses. Where a slipping surface intersects a geosynthetic layer, the geosynthetic layer produces a reaction force either in the opposite direction of sliding, in the direction of the geosynthetic alignment, or in some intermediate direction. The provision of geosynthetic reinforcements typically increases the factor of safety in limit equilibrium against overall sliding in the design of a mechanically stabilized earth (MSE) wall, and for this reason has become popular among pract

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Zieliński, P. "Investigations of Fatigue of Asphalt Layers with Geosynthetics." Archives of Civil Engineering 59, no. 2 (2013): 247–63. http://dx.doi.org/10.2478/ace-2013-0013.

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Abstract This paper presents the results of an extensive investigation of asphalt concrete beams with geosynthetics interlayer. The subject of the research is an evaluation of influence of geosynthetics interlayer applied to bituminous samples on their fatigue life. The results of the tests evidences that when geosynthetics are used, the fatigue life depends mainly on the type of bituminous mixture, the type of geosynthetics, and the type and the amount of bitumen used for saturation and sticking. The amount of bitumen used to saturate and fix the geosynthetic significantly changes the samples

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Markiewicz, Anna, Eugeniusz Koda, Marta Kiraga, et al. "Polymeric Products in Erosion Control Applications: A Review." Polymers 16, no. 17 (2024): 2490. http://dx.doi.org/10.3390/polym16172490.

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Among the various types of polymeric materials, geosynthetics deserve special attention. A geosynthetic is a product made from synthetic polymers that is embedded in soils for various purposes. There are some basic functions of geosynthetics, namely, erosion control, filtration, drainage, separation, reinforcement, containment, barrier, and protection. Geosynthetics for erosion control are very effective in preventing or limiting soil loss by water erosion on slopes or river/channel banks. Where the current line runs through the undercut area of the slope, the curvature of the arch is increase

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Ingle, Ganesh, and S. S. Bhosale. "Geosynthetics reinforced flexible pavement: review of laboratory model studies." International Journal of Engineering & Technology 6, no. 4 (2017): 103. http://dx.doi.org/10.14419/ijet.v6i4.8158.

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Number of laboratory studies; have shown that geosynthetics reinforcement improves the performance of flexible pavement either by ex-tending the service life or by savings in base course thickness. In spite of the good laboratory evidence for the geosynthetics reinforced flexible pavement, the mechanism that enables and governs the reinforcement function is still unclear [1]. Cyclic laboratory test has been one of the ways, used for assessing/evaluating the soil-geosynthetic interaction mechanisms. In such a tests contribution of geosynthetics prop-erties, interface shear provided by geotextil

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Damians, Ivan P., Pietro Rimoldi, Yoshihisa Miyata, et al. "Summary of the Soil Reinforcement Technical Committee Special Session (IGS TC-R)." E3S Web of Conferences 368 (2023): 03010. http://dx.doi.org/10.1051/e3sconf/202336803010.

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This document provides a summary of the different topics presented at the Special Session organized by the International Geosynthetics Society (IGS) Technical Committee on Soil Reinforcement (TC-R). This Special Session brings together very interesting studies regarding soil reinforcement in the field of geosynthetics. Studies presented include topics both from theoretical and practical points of view of reinforcement geosynthetics including general products and applications, cases studies on road embankments under challenging site boundary conditions, research on deterministic and probabilist

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Medvedev, D. V., V. V. Naumov, and P. V. Afonin. "EFFICIENCY OF USING GEOSYNTHETIC MATERIALS PERFORMING THE FUNCTION OF SEPARATING LAYERS OF UNBOUND MATERIALS IN ROAD CONSTRUCTION." Roads and Bridges 53, no. 1 (2025): 252–66. https://doi.org/10.70991/1815-896x-2025-1-53-252-266.

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The article examines the effectiveness of using geosynthetic materials that perform the function of separating layers of unbound mineral materials in road pavement structures. An analysis of the current regulatory and technical framework, as well as scientific publications focused on the role of geosynthetics in preventing intermixing between adjacent layers, is presented. Based on laboratory and fullscale field tests, it has been established that the use of geosynthetics separating layers significantly reduces the depth of particle interpenetration, ensures the preservation of the design char

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Zornberg, Jorge G., and S. Subramanian. "Advances in the Use of Geosynthetics for Stabilization of Unbound Aggregate Layers." E3S Web of Conferences 368 (2023): 01003. http://dx.doi.org/10.1051/e3sconf/202336801003.

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The governing mechanism associated with the stabilization of unbound aggregate layers in pavements is lateral restraint. Reproducing this mechanism in the laboratory maybe challenging because, while the original loading source is cyclic (traffic), lateral restraint develops through interlocking and interfacial friction between the geosynthetic and the aggregate to restrain the development of permanent lateral strains. Considering the relevance of lateral restraint in the quantification of the benefits of geosynthetics embedded within (or adjacent to) unbound aggregate layers, this study focuse

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Ferrara, M. L., and P. V. Jayakrishnan. "Comparative life cycle assessment study for erosion control application with conventional shotcrete and geomat solutions." E3S Web of Conferences 569 (2024): 09003. http://dx.doi.org/10.1051/e3sconf/202456909003.

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Geosynthetic products are used more frequently in civil and environmental engineering applications due to their technological, commercial, and sustainable advantages. However, a quantitative analysis of the sustainability benefits of geosynthetics compared to traditional solutions is rarely conducted in real projects. Traditional engineering design primarily considers function, cost, and safety, while sustainable engineering design also takes into account the impact the design will have on society and the environment. To ensure sustainability in engineering, designers need quantitative tools t

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Adolphe, Kempena, Mbilou Urbain Gampio, Mouanda Makanda Emilienne Greve, Rafael Guardado Lacaba, Antonio Olimpio Gonçalves, and Boudzoumou Florent. "Modeling of the Direct Shear Test from the Finish Elements Method." European Journal of Engineering and Technology Research 6, no. 6 (2021): 171–76. http://dx.doi.org/10.24018/ej-eng.2021.6.6.2541.

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Soil improvement using the geosynthetic technique is usually used for fine and friable soils. This technique provides a reinforced soil with high shear strength. The interest is certainly well displayed. Indeed, this work aims to numerically assess the geosynthetics placement influence on the fine sand properties. For this purpose, a reduced model has been designed to initially allow simulating the geosynthetic layer incorporation into an unsaturated soil while maintaining vertical stress and measuring the lateral stress generated during this incorporation. The scale model makes it possible to

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Adolphe, Kempena, Mbilou Urbain Gampio, Mouanda Makanda Emilienne Greve, Rafael Guardado Lacaba, Antonio Olimpio Gonçalves, and Boudzoumou Florent. "Modeling of the Direct Shear Test from the Finish Elements Method." European Journal of Engineering and Technology Research 6, no. 6 (2021): 171–76. http://dx.doi.org/10.24018/ejeng.2021.6.6.2541.

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Soil improvement using the geosynthetic technique is usually used for fine and friable soils. This technique provides a reinforced soil with high shear strength. The interest is certainly well displayed. Indeed, this work aims to numerically assess the geosynthetics placement influence on the fine sand properties. For this purpose, a reduced model has been designed to initially allow simulating the geosynthetic layer incorporation into an unsaturated soil while maintaining vertical stress and measuring the lateral stress generated during this incorporation. The scale model makes it possible to

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Palmeira, Ennio M. "Sustainability and Innovation in Geotechnics: Contributions from Geosynthetics." Soils and Rocks 39, no. 2 (2016): 113–35. http://dx.doi.org/10.28927/sr.392113.

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Geosynthetic are construction materials with several applications in geotechnical and geoenvironmental engineering. They are usually capable of providing more practical and economical solutions than traditional construction materials. The extensive use of the latter for centuries has reduced the availability or increased the cost of such materials for constructions and developments in many regions. In addition, restrictive environmental regulations have limited or prohibited the exploitation and use of some traditional construction materials. In such situations geosynthetics can provide cost-e

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Pignataro, Gregory, Evan Bao, and Trevor Topp. "Evolution in geosynthetics starts with utilizing data technology." E3S Web of Conferences 569 (2024): 20001. http://dx.doi.org/10.1051/e3sconf/202456920001.

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This paper focuses on the automation of the geosynthetics installation QA/QC process by way of software integration in the field data entry and office data management. Technology is essential to the advancement of geosynthetic installations, especially data application. In its most basic form, data application is a means of gathering, storing, and utilizing information more easily than its predecessor(s). If implemented appropriately, data application technology improves process efficiency. Users and downstream stakeholders of process improvements can then capitalize by delivering quicker, hig

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Gaikwad, Samuel. "Comparison and Suitability Analysis of Geosynthetics in Road Construction." International Journal for Research in Applied Science and Engineering Technology 9, no. 8 (2021): 3074–83. http://dx.doi.org/10.22214/ijraset.2021.37889.

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Abstract: Geosynthetics are with success used for many years within the construction of roads. They fulfill most classical perform like separation, protection, filtration, Drainage, sealing, and reinforcement. In recent time the scope of application has been extended considerably by the development of road pavement. Field evidences indicate that geosynthetic reinforcements will improve pavement performance by avoiding cracking, rutting, and patholes & by reducing deflection of paved surface. The rise in urbanization crystal rectifier to the inadequacy of the land for building, because of t

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Wang, Zhongmei, Zhiqiang Lai, Lianjun Zhao, Kangwei Lai, and Li Pan. "Mesoscopic Failure Behavior of Strip Footing on Geosynthetic-Reinforced Granular Soil Foundations Using PIV Technology." Sustainability 14, no. 24 (2022): 16583. http://dx.doi.org/10.3390/su142416583.

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Two-dimensional model tests combined with PIV technology were conducted to study the failure behavior of strip footing on geosynthetic-reinforced granular soil foundations on a mesoscale. The results showed that geosynthetic reinforcements improve the bearing capacity of granular soil foundations; however, the effectiveness of the reinforcement was affected by the position, length, and number of geosynthetics. The mesoscale factor affecting the reinforcement effectiveness was the size of the sliding wedge in the foundation, which was changed by the embedded geosynthetics. As the depth, length,

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Silva, Matheus P. S., and Natália S. Correia. "Shear fatigue behavior of geosynthetic-reinforced asphalt layers." E3S Web of Conferences 569 (2024): 29003. http://dx.doi.org/10.1051/e3sconf/202456929003.

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The factors influencing bonding between geosynthetics, and asphalt layers have been extensively investigated through monotonic interface shear tests. However, little is known about how the geosynthetic pavement interlayers behaves under cyclic shear loading. Dynamic shear testing is recognized as more appropriate to understand the performance of pavements under traffic loads. This paper presents the characterization of bond stiffness and shear fatigue life using dynamic interface shear tests on three different geosynthetic-reinforced asphalt interlayers, including a geogrid and two reinforceme

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Carrubba, Paolo. "Laboratory Evaluation of Geosynthetic Interface Friction under Low Stress." Polymers 16, no. 17 (2024): 2519. http://dx.doi.org/10.3390/polym16172519.

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In landfill cover, geosynthetic packages are often used to fulfil different and simultaneous functions: drainage, waterproofing, separation, reinforcement, and soil protection. In this regard, various types of geosynthetics are combined in succession to allow for water and biogas drainage and to waterproof, reinforce, and provide protection from erosion over the useful lifetime, ranging over many decades if we consider the long phases of disposal, closure, and quiescence of the landfill itself. The creation of the composite cover barrier requires the evaluation of various interfaces’ frictiona

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Perżyło, Dagmara, Katarzyna Szafulera, Marek Kruczkowski, and Michał Pilch. "The Use of Geomaterials to Restore the Utility Value of Post-Mining Areas." Energies 15, no. 4 (2022): 1447. http://dx.doi.org/10.3390/en15041447.

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Post-mining deformations that occur on the surface pose a significant threat to natural environments and urbanized areas. Preventing the effects of deformation is a significant challenge for specialists in geotechnical and civil engineering. Geomaterials, such as geosynthetics or geopolymers, could minimize the damage that occurs. The first section of the article explores the securing of an area, strengthening the rock mass with geosynthetic materials. We provide descriptions of the properties of these materials and the method surrounding their introduction into the soil. The second section pr

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Nagimov, Marat. "The use of reinforced soils in road construction: advantages and opportunities." Current Research, no. 39 (169) (September 24, 2023): 29–39. https://doi.org/10.5281/zenodo.8387661.

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This scientific article explores the pivotal role of geosynthetic materials in construction, particularly road construction. The application of these materials fosters substantial cost savings and fortifies structures, thereby enhancing their resilience and durability. In comparison to traditional methods such as building concrete retaining walls or replacing soil on weak bases, geosynthetics offer economic advantages and technical benefits. The paper delves into the specifics of geotextiles, which notably bolster the load-bearing capacity of roads. These materials enable a high degree of comp

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Ponomarev, Andrey Budimirovich, and Tatiana Viktorovna Ivanova. "Reinforcing earth foundations with geosynthetic materials." E3S Web of Conferences 457 (2023): 02037. http://dx.doi.org/10.1051/e3sconf/202345702037.

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The article gives key terms and definitions of geosynthetic materials currently used in construction, namely for reinforcement of earth foundations. Primary functions and types of geosynthetic materials are shown. Most part of the article is dedicated to the results obtained by various researchers. Reinforcement by geosynthetic materials is described for sandy and loamy soils, soil bedding, fiber soil, karsted soil, and using geosynthetics in mollisols.

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Kim, Yoo-Jae, Ashley Russell Kotwal, Bum-Yean Cho, James Wilde, and Byung Hee You. "Geosynthetic Reinforced Steep Slopes: Current Technology in the United States." Applied Sciences 9, no. 10 (2019): 2008. http://dx.doi.org/10.3390/app9102008.

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Geosynthetics is a crucial mechanism in which the earth structures can be mechanically stabilized through strength enforcing tensile reinforcement. Moreover, geosynthetic reinforcement stabilizes steep slopes through incorporating the polymeric materials, becoming one of the most cost-effective methods in not only accommodating budgetary restrictions but also alleviating space constraints. In order to explicate on the applicability and widen the understanding of geosynthetic reinforcement technology, a synthesis study was conducted on geosynthetic reinforced steep slope. This study is very imp

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Abu-Farsakh, Murad, Mehdi Zadehmohamad, and George Z. Voyiadjis. "Incorporating the Benefits of Geosynthetic into MEPDG." Infrastructures 8, no. 2 (2023): 35. http://dx.doi.org/10.3390/infrastructures8020035.

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One of the most effective ways to increase the longevity of pavement structures is through the integration of geosynthetic reinforcement. Geosynthetics are synthetic materials such as geotextiles, geogrids, or geocomposites that are added to the interface between the subgrade and the base layer of a pavement structure. To evaluate the effect of various parameters on the structural benefits of geosynthetic reinforcement on the pavement structure of low-volume traffic flexible pavements, a finite element (FE) study was performed using the ABAQUS program. These parameters included the geosyntheti

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Perkins, Steven W., and Joseph A. Lapeyre. "Instrumentation of a Geosynthetic-Reinforced Flexible Pavement System." Transportation Research Record: Journal of the Transportation Research Board 1596, no. 1 (1997): 31–38. http://dx.doi.org/10.3141/1596-05.

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Geosynthetics have been proposed and used to reinforce base course layers in flexible pavement sections to reduce base course thickness, or life-cycle costs, or both. Studies show conflicting results regarding the level to which geosynthetics can improve the performance of flexible pavements. To examine the reinforcement role of geosynthetics, a program of study has been initiated to define the mechanisms of base course reinforcement, to define and quantify the effect of site-specific parameters on the level of improvement observed, and to devise a design tool that can be readily applied in pr

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Abedi, Mohammadmahdi, Raul Fangueiro, António Gomes Correia, and Javad Shayanfar. "Smart Geosynthetics and Prospects for Civil Infrastructure Monitoring: A Comprehensive and Critical Review." Sustainability 15, no. 12 (2023): 9258. http://dx.doi.org/10.3390/su15129258.

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Civil infrastructure monitoring with the aim of early damage detection and acquiring the data required for urban management not only prevents sudden infrastructure collapse and increases service life and sustainability but also facilitates the management of smart cities including smart transportation sectors. In this context, smart geosynthetics can act as vital arteries for extracting and transmitting information about the states of the strain, stress, damage, deformation, and temperature of the systems into which they are incorporated in addition to their traditional infrastructural roles. T

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Mallick, S. B., H. Zhai, S. Adanur, and D. J. Elton. "Pullout and Direct Shear Testing of Geosynthetic Reinforcement: State-of-the-Art Report." Transportation Research Record: Journal of the Transportation Research Board 1534, no. 1 (1996): 80–90. http://dx.doi.org/10.1177/0361198196153400112.

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The frictional characteristics of a soil-geosynthetic interface can be determined by direct shear and pullout tests. The direct shear test is commonly conducted according to ASTM standard D5321. However, at present there is no ASTM method for pullout testing of geosynthetics. During the past 10 years different researchers have obtained a wealth of information from direct shear and pullout tests of geosynthetics. A critical analysis of direct shear and pullout tests and an evaluation of the effects of fundamental material and testing parameters on test results are presented.

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Avani, Bisht Sachin Panwar Shubham Chauhan Vipin Rawat Sarim Khan Sagar Pokhrel Keerat Singh. "STUDY OF PERFORMANCE OF GEOGRID AND SOIL INTERFACE USING VERTICAL PULLOUT TEST." International Journal of Advances in Engineering & Scientific Research, Vol.4,, Issue 2, Feb-Apr-2017, (2017): pp 49–54. https://doi.org/10.5281/zenodo.570603.

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<em>The use of geosynthetics is to improve the performance of foundations when constructing on soft compressible foundation soils. The material properties of geosynthetics are important to their use in various applications. Geosynthetics have become well established construction materials for geotechnical and environmental applications in most parts of the world. This report presents a vertical pullout test (VPT) developed to measure the peak interface friction angle and cohesion between soil and planar geosynthetic products. Two types of geo-synthetic material of different sizes (150mm by 150

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Wang, Danrong, Sheng-Lin Wang, Susan Tighe, Sam Bhat, and Shunde Yin. "Construction of Geosynthetic–Reinforced Pavements and Evaluation of Their Impacts." Applied Sciences 13, no. 18 (2023): 10327. http://dx.doi.org/10.3390/app131810327.

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Geosynthetic materials (i.e., geogrids, geotextiles and other geocomposites) act as an interlayer system and are widely used in construction applications. In pavement structures, geosynthetic layers provide potential benefits such as reinforcement, reflective cracking mitigation, increased fatigue life, and improved drainage and filtering. However, few studies have addressed the installation and construction practices of geosynthetics in pavements. Furthermore, the study of geosynthetics and their contribution during construction are limited. In this paper, a full-scale field study was conduct

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Kim, Woon-Hyung, Tuncer B. Edil, Craig H. Benson, and Burak F. Tanyu. "Structural Contribution of Geosynthetic-Reinforced Working Platforms in Flexible Pavement." Transportation Research Record: Journal of the Transportation Research Board 1936, no. 1 (2005): 43–50. http://dx.doi.org/10.1177/0361198105193600106.

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A study was conducted in the field and with a large-scale model experiment (LSME) to evaluate the structural contribution of a 0.30-m-thick geosynthetic-reinforced granular layer used as a working platform for construction over soft subgrade. The study was conducted in the context of the 1993 AASHTO design guideline, in which the structural number (SN) of the pavement is based on layer coefficients (each defined using a resilient modulus). Working platforms reinforced with geosynthetics had smaller elastic deflections and larger elastic moduli than unreinforced working platforms with the same

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Dąbrowska, Jolanta, Agnieszka Kiersnowska, Zofia Zięba, and Yuliia Trach. "Sustainability of Geosynthetics-Based Solutions." Environments 10, no. 4 (2023): 64. http://dx.doi.org/10.3390/environments10040064.

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Sustainability emphasises the importance of increasing the resource efficiency of infrastructure. The usage of geosynthetic materials in civil and environmental engineering can significantly influence sustainability at the planning and design stages of infrastructure construction projects. They are used in many different applications in construction and environmental engineering, as they provide a better and longer performance and less costly solutions than traditional materials (such as sand, gravel, concrete and cement). Additional benefits can be achieved by combining geosynthetics with var

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Fei, Kang. "A Simplified Method for Analysis of Geosynthetic Reinforcement Used in Pile Supported Embankments." Scientific World Journal 2014 (2014): 1–9. http://dx.doi.org/10.1155/2014/273253.

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The inclusion of geosynthetic reinforcement in the piled embankment can help transfer loads to the piles and reduce total and differential settlements. In order to select the appropriate reinforcement material, the reasonable calculation of the deflection and tension is very important. Current design methods usually do not represent the true three-dimensional (3D) nature of the displacements, strains, and stresses of the geosynthetics, and the resulting error may be large and cannot be neglected in some cases. In this study, two- and three-dimensional finite element analyses were conducted to

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Blond, Eric. "Durability of geomembranes in water transport applications." E3S Web of Conferences 368 (2023): 03001. http://dx.doi.org/10.1051/e3sconf/202336803001.

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A question frequently asked by engineers exposed for the first time to geosynthetics is: “how long do they last”. In this presentation, the author gives an overview of the service life of geosynthetics. Service life is analysed versus the design life and the carbon footprint associated to the construction of a structure. Factors affecting the performance of a geosynthetic used for sealing a canal are presented. A distinction is made between failures occurring because the product did not survive its installation, i.e., survivability-related; failures caused by an inadequate design of the produc

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Heerten, G. "Deformation of Geosynthetic Reinforced Soil Structures by Design, in the Lab and in the Field." Archives of Civil Engineering 57, no. 2 (2011): 153–71. http://dx.doi.org/10.2478/v.10169-011-0012-6.

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Abstract Green-geo-engineering with geosynthetic reinforced soil structures is of increasing practice around the world. Poland is among the leading countries with the third biggest geogrid market in Europe. The German EBGEO 2010 Guideline for Soil Reinforcement with Geosynthetics as first European Guideline for Geosynthetics linked to the Eurocode 7, and the new design code for Japanese railway structures under seismic loading are introduced. New research results from the Geotechnical Institute of the RWTH Aachen, Germany, dealing with the soil/reinforcement interaction and new approaches for

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Petriaev, A. V., and V. N. Paramonov. "Deformation model of a ballast prism, stabilized by geosynthetics, under heavy axial load." E3S Web of Conferences 549 (2024): 03028. http://dx.doi.org/10.1051/e3sconf/202454903028.

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The purpose of the study is to develop a mathematical model describing the deformation process of crushed stone ballast stabilized by geosynthetics. To achieve this goal, an elastic-viscoplastic soil model with a layers of geosynthetics has been adapted and certified. As a result of numerical modeling using FEM, the main mechanism for reducing the magnitude of plastic deformations of railway ballast during its stabilization by geosynthetic materials has been revealed. The aim of the work is to develop a methodology that makes it possible to reasonably assign measures to increase the load-beari

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Mirzapour Mounes, Sina, Mohamed Rehan Karim, Ali Khodaii, and Mohammad Hadi Almasi. "Improving Rutting Resistance of Pavement Structures Using Geosynthetics: An Overview." Scientific World Journal 2014 (2014): 1–6. http://dx.doi.org/10.1155/2014/764218.

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A pavement structure consists of several layers for the primary purpose of transmitting and distributing traffic loads to the subgrade. Rutting is one form of pavement distresses that may influence the performance of road pavements. Geosynthetics is one type of synthetic materials utilized for improving the performance of pavements against rutting. Various studies have been conducted on using different geosynthetic materials in pavement structures by different researchers. One of the practices is a reinforcing material in asphalt pavements. This paper intends to present and discuss the discove

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Zielinski, P. "Investigations of Geosynthetic Interlayer Bonding in Asphalt Layers / Badania Połaczen Miedzywarstwowych W Warstwach Asfaltowych Z Geosyntetykiem." Archives of Civil Engineering 57, no. 4 (2011): 401–23. http://dx.doi.org/10.2478/v.10169-011-0029-x.

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Abstract The paper presents the results of an extensive investigation of asphalt concrete specimens with geosynthetic interlayer. The subject of this research is evaluation of influence of geosynthetics interlayer applied to bituminous pavements on interlayer bonding of specimens. The results of the tests proves that when geosynthetic is used, the bonding of interlayer depends mainly on the type of bituminous mixture, the type of geosynthetic, and the type and amount of bitumen used for saturation and sticking of geosynthetic. The amount of bitumen used in order to saturate and fix the geosynt

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Mangraviti, V., L. Flessati, and C. di Prisco. "A rheological model for georeinforced embankments based on piled foundations." IOP Conference Series: Materials Science and Engineering 1260, no. 1 (2022): 012014. http://dx.doi.org/10.1088/1757-899x/1260/1/012014.

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Abstract Concrete columns are commonly used methods to improve the performances of embankments on soft soil strata. To further reduce settlements and stresses on the soft foundation soil, geosynthetic reinforcements are often installed at the base of embankments. Existing design methods for these “geostructures” commonly does not take into consideration both the effect of the embankment construction process and the stiffness of the system components (embankment, soft soil, column and geosynthetics) as design parameters. As a consequence, these approaches do not allow the estimation of the sett

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Malicki, Konrad, Jarosław Górszczyk, and Zuzana Dimitrovová. "Recycled Polyester Geosynthetic Influence on Improvement of Road and Railway Subgrade Bearing Capacity— Laboratory Investigations." Materials 14, no. 23 (2021): 7264. http://dx.doi.org/10.3390/ma14237264.

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After years of using geosynthetics in civil engineering and infrastructure construction, it has recently become necessary to consider the possibility of recycling and reusing these materials. This paper presents the results of laboratory tests of the effect of recycled geogrid on the bearing capacity of soils using a CBR test. A polyester geosynthetic was selected for testing due to its high resistance to biodegradation and wide application. In a series of laboratory tests, two types of road and railway subgrade were used, mixed with geosynthetic cuttings in two different weight concentrations

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Roodi, Gholam H., Amr M. Morsy, and Jorge G. Zornberg. "Soil–Geosynthetic Interface Shear in Different Testing Scales." Transportation Research Record: Journal of the Transportation Research Board 2672, no. 52 (2018): 129–41. http://dx.doi.org/10.1177/0361198118758631.

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Geosynthetics have been used to improve mechanical performance of roadway layers (e.g., geosynthetic-reinforced asphalt, geosynthetic-stabilized bases) and a wide range of transportation infrastructures (e.g., geosynthetic-reinforced soil walls). A key aspect in understanding soil–geosynthetic interaction mechanisms involved in each application includes characterization of the interface between geosynthetics and adjacent materials. This study evaluates soil–geosynthetic interface shear in various pullout test scales including standard, smaller than standard, and larger than standard scales. Ex

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Hoyme, H., L. Vollmert, and H. Ehrenberg. "Plastic in the ocean and global warming: New challenges for geosynthetics." IOP Conference Series: Materials Science and Engineering 1260, no. 1 (2022): 012022. http://dx.doi.org/10.1088/1757-899x/1260/1/012022.

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Abstract The application of geosynthetics is state of the art onshore, at the coast and offshore. Geosynthetics complement conventional construction methods, or even replace them and generate advantages for the client, the designer and even more for the environment, e.g. by reducing carbon footprint. Decades of research and experience have resulted in standards and products, which are optimised for long-term performance and reliable application. Geosynthetics, by definition, are products covered by soil and thus protected against impacts or abrasion. As they are often used in contact to water,

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James, Jijo, Sivapriya Vijayasimhan, Hemavathi Srinivasan, Jayasri Arulselvan, Sathya Purushothaman, and Murali Paramasivam. "A Comparative Laboratory Investigation into the Role of Geosynthetics in the Initial Swell Control of an Expansive Soil." Civil and Environmental Engineering Reports 29, no. 4 (2019): 18–40. http://dx.doi.org/10.2478/ceer-2019-0042.

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Abstract Volume change in expansive soils due to the intervention of water causes swell. A laboratory investigation using two different gbeosynthetic materials was designed to minimise the swell characteristics. The influence of three parameters, being geosynthetic material [Secutex (ST) and Combigrid (CG)], orientation (horizontal and vertical), and number of layers (1, 2, and 3) on the swell of an expansive soil was studied to better understand the potential for geosynthetics in swell control. The study on the immediate swell characteristics (limited to 24 hours) helps in gaining confidence

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Luiza Santos Giron Margalho and Larissa da Silva Paes Cardoso. "Review on the Use of Recyclable and Biodegradable Materials as Geosynthetics." JOURNAL OF BIOENGINEERING AND TECHNOLOGY APPLIED TO HEALTH 4, no. 2 (2021): 81–84. http://dx.doi.org/10.34178/jbth.v4i2.165.

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The emergence of geosynthetics changed many aspects of the project and construction of civil and environmental works. Due to the existence of a wide variety of products and the constant advancement in the development and dissemination of new technologies. These materials are applied in different engineering solutions, highlighting the possibility of using recyclable and biodegradable materials and executing geotechnical and environmental works ranging from the control of erosion to the protection of groundwater. In this context, this work presents a literature review on the use of recyclable a

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Paiva, Lucas, Margarida Pinho-Lopes, António Miguel Paula, and Robertt Valente. "3D Numerical Modeling of Geosynthetics for Soil Reinforcement: A Bibliometric Analysis and Literature Review." Geotechnics 4, no. 2 (2024): 673–92. http://dx.doi.org/10.3390/geotechnics4020036.

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Soil reinforcement using geosynthetics is an efficient and cost-effective solution for a variety of geotechnical structures. Along with the increasing use of geosynthetics, there is a need to expand and enhance the design methodologies for these elements, which are still frequently based on conservative limit equilibrium approaches. In this paper, a bibliometric analysis was conducted on geosynthetic-reinforced soil structures (GRS), identifying the state of the art, research trends, and other indicators. The data were obtained from the Scopus platform and processed by VOSViewer v1.6 software.

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Olinic, Tatiana, and Ernest Daniel Olinic. "The role of geosynthetic materials and vegetation on slope erosional control: Results of scale model tests." E3S Web of Conferences 569 (2024): 09004. http://dx.doi.org/10.1051/e3sconf/202456909004.

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Geosynthetic materials for erosion control have the potential to significantly reduce the soil loss and to ensure the shallow stability of slopes. The paper presents the results of a scale model tests of a 2:3 (V:H) slope made from a very erodible soil, a sandy soil without and with 5 cm of topsoil, with and without vegetation, without and with different types of geosynthetics for erosional control. The slope models were subjected to heavy rainfall using a rainfall simulator. Results of the study show that the geosynthetics and vegetation generates a delay in the erosion process caused by the

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Liu, J., C. Lin, and S. Pokharel. "Application of material point method in modeling soil-geosynthetics interactions-a literature survey." IOP Conference Series: Earth and Environmental Science 1335, no. 1 (2024): 012001. http://dx.doi.org/10.1088/1755-1315/1335/1/012001.

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Abstract The material point method (MPM) has garnered significant attention in recent years owing to its advantages in solving soil–water-structure interaction problems involving large deformations in geotechnical engineering. The MPM combines the benefits of point-based and mesh-based approaches (finite element method) with both Eulerian computational mesh and continuum descriptions of materials. The successful integration of MPM in simulated landslides, internal erosion, and excavation has been frequently reported. However, solving the soil–geosynthetic interaction problem with the MPM has n

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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 (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 simulat

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