Littérature scientifique sur le sujet « SOIL REINFORCED »
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Articles de revues sur le sujet "SOIL REINFORCED"
Liu, Wen Bai, et Zi Yi Chen. « Study of the Deformation Field of Reinforced Soil on the Triaxial Text ». Applied Mechanics and Materials 71-78 (juillet 2011) : 5024–29. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.5024.
Texte intégralUsmanov, Rustam, Ivan Mrdak, Nikolay Vatin et Vera Murgul. « Reinforced Soil Beds on Weak Soils ». Applied Mechanics and Materials 633-634 (septembre 2014) : 932–35. http://dx.doi.org/10.4028/www.scientific.net/amm.633-634.932.
Texte intégralRAMIREZ, G. G. D., M. D. T. CASAGRANDE, D. FOLLE, A. PEREIRA et V. A. PAULON. « Behavior of granular rubber waste tire reinforced soil for application in geosynthetic reinforced soil wall ». Revista IBRACON de Estruturas e Materiais 8, no 4 (août 2015) : 567–76. http://dx.doi.org/10.1590/s1983-41952015000400009.
Texte intégralHou, Yujie, Bo Wang, Liang Huang, Jianguo Xu, Dun Liu et Jiahua Zhu. « Microstructure and Macromechanical Properties of Retaining Structure of Near-Water Reinforced Soil under Dry-Wet Cycle ». Mathematical Problems in Engineering 2021 (19 février 2021) : 1–19. http://dx.doi.org/10.1155/2021/6691278.
Texte intégralZhang, Jun, Wei Xu, Peiwei Gao, Lihai Su, Bai Kun, Li Yueyuan et Yang Bohan. « Integrity and crack resistance of hybrid polypropylene fiber reinforced cemented soil ». Journal of Engineered Fibers and Fabrics 17 (janvier 2022) : 155892502110684. http://dx.doi.org/10.1177/15589250211068428.
Texte intégralSong, Xiaoruan, Miansong Huang, Shiqin He, Gaofeng Song, Ruozhu Shen, Pengzhi Huang et Guanfang Zhang. « Erosion Control Treatment Using Geocell and Wheat Straw for Slope Protection ». Advances in Civil Engineering 2021 (10 avril 2021) : 1–12. http://dx.doi.org/10.1155/2021/5553221.
Texte intégralCicek, Elif, et Erol Guler. « BEARING CAPACITY OF STRIP FOOTING ON REINFORCED LAYERED GRANULAR SOILS ». Journal of Civil Engineering and Management 21, no 5 (6 mai 2015) : 605–14. http://dx.doi.org/10.3846/13923730.2014.890651.
Texte intégralLi, Min, Shou Xi Chai, Hong Pu Du et Li Wei. « Statistics and Analysis of Influential Factors on Shear Strength of Reinforced Saline Soil with Wheat Straw and Lime ». Advanced Materials Research 168-170 (décembre 2010) : 181–89. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.181.
Texte intégralSingh, Preetpal. « Reinforced Soil Retaining Walls ». International Journal for Research in Applied Science and Engineering Technology V, no VIII (29 août 2017) : 376–79. http://dx.doi.org/10.22214/ijraset.2017.8051.
Texte intégralCrouse, Phillip E., et Jonathan T. H. Wu. « Geosynthetic-Reinforced Soil Walls ». Transportation Research Record : Journal of the Transportation Research Board 1849, no 1 (janvier 2003) : 53–58. http://dx.doi.org/10.3141/1849-07.
Texte intégralThèses sur le sujet "SOIL REINFORCED"
Lee, Robin G. « Grid reinforced soil-foundations ». Thesis, University of Nottingham, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.375932.
Texte intégralBalachandran, S. « Modelling of geosynthetic reinforced soil walls ». Thesis, University of Cambridge, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.596295.
Texte intégralVALLE, FERNANDO AUGUSTO FERREIRA DO. « PULLOUT TESTS IN TIRE REINFORCED SOIL ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2004. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=5907@1.
Texte intégralA utilização de pneus usados é uma técnica interessante para reforço de solos, sob o aspecto ambiental. Os pneus usados constituem uma matéria-prima abundante e de custo reduzido. A técnica de utilização de pneus em obras geotécnicas vem sendo difundida no Brasil desde meados dos anos 90, com a construção do muro experimental de solopneus da PUC-Rio, em colaboração com a Fundação Geo-Rio e a Universidade de Ottawa (Canadá). O presente trabalho tem por objetivo apresentar a metodologia para avaliação da resistência ao arrancamento de malhas de pneus. Os pneus podem ser dispostos em um plano horizontal e amarrados entre si, formando uma malha de reforço. Podem ser utilizados pneus inteiros ou com uma das bandas laterais cortadas. A sobrecarga atuando no reforço provém do confinamento provocado pela altura do aterro de solo, construído sobre a malha de pneus. Os ensaios de arrancamento dos pneus no campo utilizaram uma estrutura metálica de reação, atirantada, a qual foi desenvolvida especificamente para o programa experimental sobre reforço de solos. Os resultados permitiram idealizar um mecanismo de ruptura envolvido no processo de arrancamento das malhas de pneus, bem como a verificação das características de resistência e deformabilidade deste tipo de reforço.
The use of scrap tires as soil reinforcement is an environmentally interesting technique. Scrap tires are an abundant and low cost waste material. The technique for using tires in geotechnical construction is becoming popular in Brazil since the construction of an experimental gravity wall made with soil and tires in 1995. This wall was part of a research project by carried out by PUC-Rio in collaboration with Geo-Rio and University of Ottawa. The objective of this work is to present a methodology to evaluate the pull-out behaviour of tire meshes. The tires can be placed in a horizontal plane and tied with rope or wire, forming a reinforcement mesh. The surcharge on these meshes comes from the confinement due to the height of a soil embankment built on the mesh. Field pull-out tests were performed on these reinforcement meshes, using a metallic reaction structure, which was developed specifically for this experimental research. The results allowed the idealization of a shearing mechanism based on the pull-out of tire meshes, as well as the verification of the strength and deformability characteristics of the reinforcement.
TEIXEIRA, CHRISTIANO FARIA. « ANALYSIS OF GEOGRID REINFORCED SOIL TESTS ». PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2006. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9595@1.
Texte intégralA utilização de materiais geossintéticos como reforço em obras geotécnicas vem crescendo bastante nas últimas décadas. A geogrelha, cuja função primária é o reforço de solos, é um entre os diversos tipos de geossintéticos, que vêm sendo utilizados. Diversas são as formas de interação da geogrelha com o solo em um maciço reforçado e o entendimento dos mecanismos que se desenvolvem nestas interações é essencial, pois só a partir daí pode-se obter parâmetros confiáveis para projeto. Pesquisas vêm sendo realizadas por diversos autores, mas muitos aspectos ainda devem ser estudados para que se tenha uma melhor compreensão do comportamento de solos reforçados com geogrelhas. A utilização de uma ferramenta numérica pode ser uma alternativa para que consigamos dar um passo adiante no entendimento da técnica de solo reforçado. Então, modelagens numéricas de ensaios triaxiais e de cisalhamento direto em solos reforçados e não reforçados foram realizadas com a utilização do programa Plaxis. Foram analisadas a influência do reforço no aumento da rigidez e resistência do solo e a resistência de interface solo-reforço. Para calibrar o programa e validar as análises numéricas, foram realizadas retro-análises dos ensaios realizados por Sieira (2003), onde se definiram aspectos importantes para modelar os ensaios, tal como, a melhor forma de impor as condições de contorno. Os resultados obtidos nas análises numéricas dos ensaios triaxiais sugerem que o programa Plaxis permite de forma razoável a reprodução dos ensaios reforçados, sendo possível prever o ganho de resistência do solo com a inclusão do reforço. Uma análise alternativa, onde se aplica um incremento de tensão confinante representativo da influência do reforço, foi também realizada. As análises numéricas dos ensaios de cisalhamento direto em solo arenoso não reforçado permitiram verificar a rotação do eixo das direções das tensões principais quando é aplicado carregamento cisalhante e a presença de uma zona central de cisalhamento (zona de cisalhamento). A resistência de interface sologeogrelha não foi bem reproduzida, indicando que o Plaxis não permite este tipo de avaliação. Quando os reforços encontravam-se inclinados, verificou-se a maior eficiência do reforço rígido e fazendo ângulo de 60º com a superfície de ruptura.
The use of geosynthetic materials as reinforcement in geotechnical engineering works is significantly increasing over the past decades. Geogrid, whose primary functions is reinforcing the soil mass, is one of the geosynthetics that has been used. In a reinforced soil structure, there are different types of interaction between soil and geogrid. To be possible to obtain reliable design parameters is essential to know the mobilized mechanisms in the interaction. This situation has been investigated by many researchers, but there are still many aspects to be better understood about geogrid reinforced soil behavior. In this research, numerical tools have been used to improve our knowledge about reinforced soil techniques. Numerical modeling of triaxial and direct shear tests on reinforced and non reinforced soils were carried out using software Plaxis. It was verified the resistance and stiffness increase of the soil due to geogrid inclusion and the interface soil-reinforcement resistance parameters. To calibrate the software and to validate the numerical analyses, back-analyses of the tests carried out by Sieira (2003) were done. These results helped to define important aspects to the tests modeling such as geometry and tests boundary conditions. The numerical analyses of the triaxial tests suggest that the software Plaxis reasonably allow an adequate reproduction of the reinforced soil tests. It was possible to foresee the increase of soil resistance because of reinforcement inclusion. In addition, an alternative analysis, where one applies a confining stress that reproduces the reinforcement influence, it was done. Numerical analyses of non reinforced direct shear tests had numerically evidenced the rotation of the axis of the principal stresses directions and the presence of a central zone of shear (shear zone). The soil- geogrid interface resistance was not well reproduced, indicating that Plaxis does not allow this type of evaluation. To inclined reinforcement relative to failure plane, it was verified the maximum gain of resistance is achieved with inclined reinforcement at 60º and when rigid geogrids are used.
Corbin, Andrew John. « Fibre-reinforced soil based construction materials ». Thesis, Durham University, 2017. http://etheses.dur.ac.uk/12138/.
Texte intégralReid, Richard Alan. « Conventional weapons effects on reinforced soil walls ». Diss., Georgia Institute of Technology, 1995. http://hdl.handle.net/1853/19578.
Texte intégralChen, Cheng-Wei. « A constitutive model for fiber-reinforced soils ». Diss., Columbia, Mo. : University of Missouri-Columbia, 2007. http://hdl.handle.net/10355/4768.
Texte intégralThe entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Typescript. Vita. Title from title screen of research.pdf file (viewed on March 6, 2009) Includes bibliographical references.
Boyle, Stanley R. « Deformation prediction of geosynthetic reinforced soil retaining walls / ». Thesis, Connect to this title online ; UW restricted, 1995. http://hdl.handle.net/1773/10201.
Texte intégralDortaj, Amal. « Permeability characteristics of fibre-reinforced Perth sandy soil ». Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2019. https://ro.ecu.edu.au/theses/2175.
Texte intégralRomero, Ricardo J. « Development of a constitutive model for fiber-reinforced soils / ». free to MU campus, to others for purchase, 2003. http://wwwlib.umi.com/cr/mo/fullcit?p3115585.
Texte intégralLivres sur le sujet "SOIL REINFORCED"
Gabriele, Knödler, dir. Reinforced soil. Stuttgart : IRB-Verlag, 1989.
Trouver le texte intégralSawicki, Andrzej. Mechanics of reinforced soil. Rotterdam : Balkema, 2000.
Trouver le texte intégralDall'acqua, Gianmarco Piermaria. Fibre reinforced stabilized soil. Birmingham : University of Birmingham, 1998.
Trouver le texte intégralShukla, Sanjay Kumar, et Erol Guler, dir. Advances in Reinforced Soil Structures. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-63570-5.
Texte intégralI, Ling Hoe, Leshchinsky Dov et Tatsuoka Fumio, dir. Reinforced soil engineering : Advances in research and practice. New York : M. Dekker, 2003.
Trouver le texte intégralSatyanarayana Reddy, C. N. V., Sireesh Saride et A. Murali Krishna, dir. Ground Improvement and Reinforced Soil Structures. Singapore : Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-1831-4.
Texte intégralShukla, Sanjay Kumar. Fundamentals of Fibre-Reinforced Soil Engineering. Singapore : Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3063-5.
Texte intégralKetchart, Kanop. Performance test for geosynthetic-reinforced soil including effects of preloading. McLean, VA (6300 Georgetown Pike, McLean 22101-2296) : U.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2001.
Trouver le texte intégralNational Research Council (U.S.). Transportation Research Board., dir. Reinforced layered systems. Washington, D.C : Transportation Research Board, National Research Council, 1987.
Trouver le texte intégralNational Research Council (U.S.). Transportation Research Board., dir. Behavior of jointed rock masses and reinforced soil structures, 1991. Washington, D.C : Transportation Research Board, National Research Council, 1991.
Trouver le texte intégralChapitres de livres sur le sujet "SOIL REINFORCED"
Doulala-Rigby, Chaido. « Celebrating Reinforced Soil Structures ». Dans Innovative Infrastructure Solutions using Geosynthetics, 121–50. Cham : Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34242-5_11.
Texte intégralShukla, Sanjay Kumar. « Applications of Fibre-Reinforced Soil ». Dans Developments in Geotechnical Engineering, 145–80. Singapore : Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3063-5_5.
Texte intégralShukla, Sanjay Kumar. « Basic Description of Fibre-Reinforced Soil ». Dans Developments in Geotechnical Engineering, 23–44. Singapore : Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3063-5_2.
Texte intégralShukla, Sanjay Kumar. « Engineering Behaviour of Fibre-Reinforced Soil ». Dans Developments in Geotechnical Engineering, 45–110. Singapore : Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3063-5_3.
Texte intégralJewell, R. A. « Reinforced Soil Wall Analysis and Behaviour ». Dans The Application of Polymeric Reinforcement in Soil Retaining Structures, 365–408. Dordrecht : Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1405-6_15.
Texte intégralChalaturnyk, R., D. H. K. Chan et J. D. Scott. « Finite Element Analysis of Reinforced Soil ». Dans The Application of Polymeric Reinforcement in Soil Retaining Structures, 557–60. Dordrecht : Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1405-6_21.
Texte intégralYan, Changgen, et Yinsen Tang. « Research Progress of Fiber Reinforced Soil ». Dans Finding Solutions of the 21st Century Transportation Problems Through Research and Innovations, 102–15. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-79638-9_9.
Texte intégralVinayapriya, M. V., et Soumya Jose. « Performance of Geocell Reinforced Soil Beds ». Dans Lecture Notes in Civil Engineering, 315–25. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6466-0_30.
Texte intégralZornberg, J. G. « New horizons in reinforced soil technology ». Dans New Horizons in Earth Reinforcement, 25–44. London : CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-3.
Texte intégralJones, C. J. F. P., et S. P. Corbet. « Limit state design of reinforced soil ». Dans New Horizons in Earth Reinforcement, 121–26. London : CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-12.
Texte intégralActes de conférences sur le sujet "SOIL REINFORCED"
Soliman, Sherif, et Adel Hanna. « Performance of Reinforced Collapsible Soil ». Dans GeoFlorida 2010. Reston, VA : American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)32.
Texte intégralLawson, C. R., et T. W. Yee. « Reinforced Soil Retaining Walls with Constrained Reinforced Fill Zones ». Dans Geo-Frontiers Congress 2005. Reston, VA : American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40787(166)10.
Texte intégralSahoo, S., B. Manna et K. G. Sharma. « Seismic Stability Analysis of Un-Reinforced and Reinforced Soil Slopes ». Dans Fourth Geo-China International Conference. Reston, VA : American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480007.009.
Texte intégralProcházka, P., et J. Trckova. « Back analysis of reinforced soil slopes ». Dans MATERIALS CHARACTERISATION 2007. Southampton, UK : WIT Press, 2007. http://dx.doi.org/10.2495/mc070421.
Texte intégralKhosrojerdi, Mahsa, Tong Qiu, Ming Xiao et Jennifer Nicks. « Numerical Evaluation of Long-Term Performance of a Geosynthetic Reinforced Soil Pier and Reinforced Soil Foundation ». Dans Geo-Congress 2020. Reston, VA : American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482797.047.
Texte intégralSahu, Raghvendra, Ramanathan Ayothiraman et G. V. Ramana. « Dynamic Response of Model Footing on Reinforced Sand ». Dans Geotechnical Earthquake Engineering and Soil Dynamics V. Reston, VA : American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481486.021.
Texte intégralLi, H., K. Senetakis et A. Khoshghalb. « Laboratory Study of Sands Reinforced with Polypropylene Fibers ». Dans Geotechnical Earthquake Engineering and Soil Dynamics V. Reston, VA : American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481486.032.
Texte intégralWang, Lei, Michael Powers et Wenping Gong. « Reliability Analysis of Geosynthetic Reinforced Soil Walls ». Dans Geo-Risk 2017. Reston, VA : American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480724.009.
Texte intégralLatha, G. M., et A. M. Krishna. « Dynamic Response of Reinforced Soil Retaining Walls ». Dans GeoShanghai International Conference 2006. Reston, VA : American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40863(195)40.
Texte intégralMichalowski, Radoslaw L. « Plasticity-Based Analysis of Reinforced Soil Structures ». Dans Geo-Denver 2000. Reston, VA : American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40515(291)23.
Texte intégralRapports d'organisations sur le sujet "SOIL REINFORCED"
Olen, Kara L., Richard J. Fragaszy, Michael R. Purcell et Kenneth W. Cargill. Dynamic Response of Reinforced Soil Systems. Phase 2. Fort Belvoir, VA : Defense Technical Information Center, décembre 1993. http://dx.doi.org/10.21236/ada288740.
Texte intégralBernal, Andres, C. Lovell et Rodrigo Salgado. Laboratory Study on the Use of tire Shreds and Rubber-Sand in Backfilled and Reinforced Soil Applications. West Lafayette, IN : Purdue University, 1996. http://dx.doi.org/10.5703/1288284313259.
Texte intégralEbeling, Robert, et Barry White. Load and resistance factors for earth retaining, reinforced concrete hydraulic structures based on a reliability index (β) derived from the Probability of Unsatisfactory Performance (PUP) : phase 2 study. Engineer Research and Development Center (U.S.), mars 2021. http://dx.doi.org/10.21079/11681/39881.
Texte intégralEbeling, Robert, Barry White, John Hite, James Tallent, Locke Williams, Brad McCoy, Aaron Hill, Cameron Dell, Jake Bruhl et Kevin McMullen. Load and resistance factors from reliability analysis Probability of Unsatisfactory Performance (PUP) of flood mitigation, batter pile-founded T-Walls given a target reliability index (𝛽). Engineer Research and Development Center (U.S.), juillet 2023. http://dx.doi.org/10.21079/11681/47245.
Texte intégralAgudelo Urrego, Luz María, Chatuphat Savigamin, Devansh Gandhi, Ghadir Haikal et Antonio Bobet. Assessment of Pipe Fill Heights. Purdue University Press, 2023. http://dx.doi.org/10.5703/1288284317612.
Texte intégralGarcia, Lyan, James Rowland et Jeb Tingle. Evaluation of geocell-reinforced backfill for airfield pavement repair. Engineer Research and Development Center (U.S.), décembre 2021. http://dx.doi.org/10.21079/11681/42550.
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