Literatura académica sobre el tema "Geosynthetic fibres"
Crea una cita precisa en los estilos APA, MLA, Chicago, Harvard y otros
Consulte las listas temáticas de artículos, libros, tesis, actas de conferencias y otras fuentes académicas sobre el tema "Geosynthetic fibres".
Junto a cada fuente en la lista de referencias hay un botón "Agregar a la bibliografía". Pulsa este botón, y generaremos automáticamente la referencia bibliográfica para la obra elegida en el estilo de cita que necesites: APA, MLA, Harvard, Vancouver, Chicago, etc.
También puede descargar el texto completo de la publicación académica en formato pdf y leer en línea su resumen siempre que esté disponible en los metadatos.
Artículos de revistas sobre el tema "Geosynthetic fibres"
Nguyen, Thanh Trung y Buddhima Indraratna. "Experimental and numerical investigations into hydraulic behaviour of coir fibre drain". Canadian Geotechnical Journal 54, n.º 1 (enero de 2017): 75–87. http://dx.doi.org/10.1139/cgj-2016-0182.
Texto completoLeonovich, Ivan Iosifovich y Sergey Valerevich Bogdanovich. "NEW TECHNICAL SOLUTIONS FOR CONSTRUCTION OF THE MINSK RING HIGHWAY". Technological and Economic Development of Economy 10, n.º 2 (30 de junio de 2004): 73–76. http://dx.doi.org/10.3846/13928619.2004.9637658.
Texto completoVillard, Pascal y Laurent Briançon. "Design of geosynthetic reinforcements for platforms subjected to localized sinkholes". Canadian Geotechnical Journal 45, n.º 2 (febrero de 2008): 196–209. http://dx.doi.org/10.1139/t07-083.
Texto completoKoudela, Pavel, Juraj Chalmovský y Lumír Miča. "The Reinforcement of Sand by Fibres with a Non-Uniform Shape". Slovak Journal of Civil Engineering 29, n.º 2 (1 de junio de 2021): 49–54. http://dx.doi.org/10.2478/sjce-2021-0013.
Texto completoLester, Simon y William Crawford. "An introduction to Geosynthetic Cementitious Composite Mats and Barriers – a new approach to lining canals". E3S Web of Conferences 368 (2023): 03008. http://dx.doi.org/10.1051/e3sconf/202336803008.
Texto completoNorambuena-Contreras, J., I. Gonzalez-Torre, J. F. Vivanco y W. Gacitúa. "Nanomechanical properties of polymeric fibres used in geosynthetics". Polymer Testing 54 (septiembre de 2016): 67–77. http://dx.doi.org/10.1016/j.polymertesting.2016.06.024.
Texto completoFleury, Mateus Porto, Lucas Deroide do Nascimento, Clever Aparecido Valentin, Jefferson Lins da Silva y Marta Pereira da Luz. "Creep Behaviour of Recycled Poly(ethylene) Terephthalate Non-Woven Geotextiles". Polymers 13, n.º 5 (28 de febrero de 2021): 752. http://dx.doi.org/10.3390/polym13050752.
Texto completoChegenizadeh, Amin y Hamid Nikraz. "Soil and Geosynthetic Fibre: Unconfined Compressive Strength Test". Advanced Science Letters 19, n.º 12 (1 de diciembre de 2013): 3488–90. http://dx.doi.org/10.1166/asl.2013.5178.
Texto completoGrzybowska-Pietras, Joanna, Giang Nguyen, Stanisława Przybyło, Monika Rom y Jan Broda. "Application of fibres for the stabilisation of steep slopes". E3S Web of Conferences 49 (2018): 00041. http://dx.doi.org/10.1051/e3sconf/20184900041.
Texto completoYang, Yang, Jianyong Shi y Xuede Qian. "Effect of Temperature on Internal Shear Strength Mechanism of Needle-Punched GCL". Sustainability 13, n.º 8 (20 de abril de 2021): 4585. http://dx.doi.org/10.3390/su13084585.
Texto completoTesis sobre el tema "Geosynthetic fibres"
Toufigh, Vahab. "Experimental and Analytical Studies of Geo-Composite Applications in Soil Reinforcement". Diss., The University of Arizona, 2012. http://hdl.handle.net/10150/255167.
Texto completoFerreira, Julio Antonio Zambrano. "Estudo de reforço de pavimentos com ensaios de arrancamento em equipamento de pequenas dimensões". Universidade de São Paulo, 2007. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-19062007-154234/.
Texto completoThis work presents an evaluation of various geosynthetics efficiency in reinforced base course of road pavements using small scale pullout tests. It was used polypropylene, polyester and glass fiber geogrids and polypropylene woven geotextile. A soil with 58% of clay (subgrade), and a sandy-silty gravel (base course) were used. The pullout tests were conducted with different combinations among soils and geosynthetics. In these tests, a new system of direct measurement of inclusion displacements with laser optical sensors was used. Beyond analyzing the results with curves pullout force x displacements, it was possible to use graphics rigidity x deformation in order to determinate the best geosynthetic in base course reinforcement. As the geosynthetic specimen is of small size, the complete mobilization of the reinforcement is guaranteed and, therefore, it is possible to obtain its deformation. The frontal aperture of the pullout box influences the maximum pullout resistance. The results show that the soil-reinforcement interaction is more important than the unconfined rigidity of the geosynthetic on the material behavior in confinement situation inside the soil block. The joint resistance, the geogrid geometry and its nailing, besides the soil particles size, affect the initial system rigidity. Therefore, they are important for base course reinforcement of road pavements. The results showed that the best option for the soils and geosynthetics studied are in the following order: (1) polypropylene geogrid, (2) polyester geogrid, (3) polypropylene woven geotextile and (4) glass fiber geogrid.
Pillai, Anjali G. "Shear Behaviour of GCL-Sand Interrfaces under Static and Dynamic Conditions". Thesis, 2023. https://etd.iisc.ac.in/handle/2005/6190.
Texto completoMirzababaei, M., Mostafa H. A. Mohamed, A. Arulrajah, S. Horpibulsuk y V. Anggraini. "Practical approach to predict the shear strength of fibre-reinforced clay". 2017. http://hdl.handle.net/10454/13385.
Texto completoCarpet waste fibres have a higher volume to weight ratios and once discarded into landfills, these fibres occupy a larger volume than other materials of similar weight. This research evaluates the efficiency of two types of carpet waste fibre as sustainable soil reinforcing materials to improve the shear strength of clay. A series of consolidated undrained (CU) triaxial compression tests were carried out to study the shear strength of reinforced clays with 1%, to 5% carpet waste fibres. The results indicated that carpet waste fibres improve the effective shear stress ratio and deviator stress of the host soil significantly. Addition of 1%, 3% and 5% carpet fibres could improve the effective stress ratio of the unreinforced soil by 17.6%, 53.5% and 70.6%, respectively at an initial effective consolidation stress of 200 kPa. In this study, a nonlinear regression model was developed based on a modified form of the hyperbolic model to predict the relationship between effective shear stress ratio, deviator stress and axial strain of fibre-reinforced soil samples with various fibre contents when subjected to various initial effective consolidation stresses. The proposed model was validated using the published experimental data, with predictions using this model found to be in excellent agreement.
Libros sobre el tema "Geosynthetic fibres"
M, Morrison Mark, Crull Anna W y Business Communications Co, eds. Geosynthetics: New markets and opportunities for geotextiles, geomembranes, geosynthetic clay liners, and geomatrices. Norwalk, CT: Business Communications Co., 1993.
Buscar texto completoHigh-performance Fibres. CRC, 2001.
Buscar texto completoCapítulos de libros sobre el tema "Geosynthetic fibres"
Hsuan, Y. G. y R. M. Koerner. "Durability and lifetime of polymer fibers with respect to reinforced geosynthetic clay barriers; i.e., reinforced GCLs". En Clay Geosynthetic Barriers, 73–86. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003078777-10.
Texto completoHuat, Bujang B. K., Arun Prasad, Sina Kazemian y Vivi Anggraini. "Fibers and geosynthetics". En Ground Improvement Techniques, 113–46. CRC Press, 2019. http://dx.doi.org/10.1201/9780429507656-5.
Texto completoHsuan, Y. y R. Koerner. "Durability and lifetime of the geotextile fibers of geosynthetic clay liners". En Geosynthetic Clay Liners for Waste Containment Facilities, 17–29. CRC Press, 2010. http://dx.doi.org/10.1201/b10828-3.
Texto completoArtidteang, S., T. Tanchaisawat, D. T. Bergado y S. Chaiyaput. "Natural Fibers in Reinforcement and Erosion Control Applications with Limited Life Geosynthetics". En Ground Improvement Case Histories, 717–40. Elsevier, 2015. http://dx.doi.org/10.1016/b978-0-08-100698-6.00025-8.
Texto completoActas de conferencias sobre el tema "Geosynthetic fibres"
"Experimental Study on Soil Stabilization Using Fibres". En Recent Advancements in Geotechnical Engineering. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901618-25.
Texto completoLoehr, J. E., R. J. Romero y E. C. Ang. "Development of a Strain-Based Model to Predict Strength of Geosynthetic Fiber-reinforced Soil". En Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40782(161)20.
Texto completoLostumbo, John M. y Olivier Artieres. "Geosynthetic Enabled with Fiber Optic Sensors for MSE Bridge Abutment Supporting Shallow Bridge Foundation". En Geo-Frontiers Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41165(397)358.
Texto completoTurel, M. y S. Pamukcu. "Brillouin Scattering Fiber Optic Sensor for Distributed Measurement of Liquid Content and Geosynthetic Strains in Subsurface". En GeoShanghai International Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40861(193)9.
Texto completo