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Статті в журналах з теми "SOIL REINFORCED"
Liu, Wen Bai, and Zi Yi Chen. "Study of the Deformation Field of Reinforced Soil on the Triaxial Text." Applied Mechanics and Materials 71-78 (July 2011): 5024–29. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.5024.
Повний текст джерелаUsmanov, Rustam, Ivan Mrdak, Nikolay Vatin, and Vera Murgul. "Reinforced Soil Beds on Weak Soils." Applied Mechanics and Materials 633-634 (September 2014): 932–35. http://dx.doi.org/10.4028/www.scientific.net/amm.633-634.932.
Повний текст джерелаRAMIREZ, G. G. D., M. D. T. CASAGRANDE, D. FOLLE, A. PEREIRA, and 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 (August 2015): 567–76. http://dx.doi.org/10.1590/s1983-41952015000400009.
Повний текст джерелаHou, Yujie, Bo Wang, Liang Huang, Jianguo Xu, Dun Liu, and Jiahua Zhu. "Microstructure and Macromechanical Properties of Retaining Structure of Near-Water Reinforced Soil under Dry-Wet Cycle." Mathematical Problems in Engineering 2021 (February 19, 2021): 1–19. http://dx.doi.org/10.1155/2021/6691278.
Повний текст джерелаZhang, Jun, Wei Xu, Peiwei Gao, Lihai Su, Bai Kun, Li Yueyuan, and Yang Bohan. "Integrity and crack resistance of hybrid polypropylene fiber reinforced cemented soil." Journal of Engineered Fibers and Fabrics 17 (January 2022): 155892502110684. http://dx.doi.org/10.1177/15589250211068428.
Повний текст джерелаSong, Xiaoruan, Miansong Huang, Shiqin He, Gaofeng Song, Ruozhu Shen, Pengzhi Huang, and Guanfang Zhang. "Erosion Control Treatment Using Geocell and Wheat Straw for Slope Protection." Advances in Civil Engineering 2021 (April 10, 2021): 1–12. http://dx.doi.org/10.1155/2021/5553221.
Повний текст джерелаCicek, Elif, and Erol Guler. "BEARING CAPACITY OF STRIP FOOTING ON REINFORCED LAYERED GRANULAR SOILS." Journal of Civil Engineering and Management 21, no. 5 (May 6, 2015): 605–14. http://dx.doi.org/10.3846/13923730.2014.890651.
Повний текст джерелаLi, Min, Shou Xi Chai, Hong Pu Du, and 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 (December 2010): 181–89. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.181.
Повний текст джерелаSingh, Preetpal. "Reinforced Soil Retaining Walls." International Journal for Research in Applied Science and Engineering Technology V, no. VIII (August 29, 2017): 376–79. http://dx.doi.org/10.22214/ijraset.2017.8051.
Повний текст джерелаCrouse, Phillip E., and Jonathan T. H. Wu. "Geosynthetic-Reinforced Soil Walls." Transportation Research Record: Journal of the Transportation Research Board 1849, no. 1 (January 2003): 53–58. http://dx.doi.org/10.3141/1849-07.
Повний текст джерелаДисертації з теми "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.
Повний текст джерелаBalachandran, S. "Modelling of geosynthetic reinforced soil walls." Thesis, University of Cambridge, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.596295.
Повний текст джерелаVALLE, 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.
Повний текст джерелаA 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.
Повний текст джерелаA 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/.
Повний текст джерелаReid, Richard Alan. "Conventional weapons effects on reinforced soil walls." Diss., Georgia Institute of Technology, 1995. http://hdl.handle.net/1853/19578.
Повний текст джерелаChen, Cheng-Wei. "A constitutive model for fiber-reinforced soils." Diss., Columbia, Mo. : University of Missouri-Columbia, 2007. http://hdl.handle.net/10355/4768.
Повний текст джерелаThe 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.
Повний текст джерелаDortaj, 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.
Повний текст джерелаRomero, 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.
Повний текст джерелаКниги з теми "SOIL REINFORCED"
Gabriele, Knödler, ed. Reinforced soil. Stuttgart: IRB-Verlag, 1989.
Знайти повний текст джерелаSawicki, Andrzej. Mechanics of reinforced soil. Rotterdam: Balkema, 2000.
Знайти повний текст джерелаDall'acqua, Gianmarco Piermaria. Fibre reinforced stabilized soil. Birmingham: University of Birmingham, 1998.
Знайти повний текст джерелаShukla, Sanjay Kumar, and Erol Guler, eds. Advances in Reinforced Soil Structures. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-63570-5.
Повний текст джерелаI, Ling Hoe, Leshchinsky Dov, and Tatsuoka Fumio, eds. Reinforced soil engineering: Advances in research and practice. New York: M. Dekker, 2003.
Знайти повний текст джерелаSatyanarayana Reddy, C. N. V., Sireesh Saride, and A. Murali Krishna, eds. Ground Improvement and Reinforced Soil Structures. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-1831-4.
Повний текст джерелаShukla, Sanjay Kumar. Fundamentals of Fibre-Reinforced Soil Engineering. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3063-5.
Повний текст джерелаKetchart, 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.
Знайти повний текст джерелаNational Research Council (U.S.). Transportation Research Board., ed. Reinforced layered systems. Washington, D.C: Transportation Research Board, National Research Council, 1987.
Знайти повний текст джерелаNational Research Council (U.S.). Transportation Research Board., ed. Behavior of jointed rock masses and reinforced soil structures, 1991. Washington, D.C: Transportation Research Board, National Research Council, 1991.
Знайти повний текст джерелаЧастини книг з теми "SOIL REINFORCED"
Doulala-Rigby, Chaido. "Celebrating Reinforced Soil Structures." In Innovative Infrastructure Solutions using Geosynthetics, 121–50. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-34242-5_11.
Повний текст джерелаShukla, Sanjay Kumar. "Applications of Fibre-Reinforced Soil." In Developments in Geotechnical Engineering, 145–80. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3063-5_5.
Повний текст джерелаShukla, Sanjay Kumar. "Basic Description of Fibre-Reinforced Soil." In Developments in Geotechnical Engineering, 23–44. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3063-5_2.
Повний текст джерелаShukla, Sanjay Kumar. "Engineering Behaviour of Fibre-Reinforced Soil." In Developments in Geotechnical Engineering, 45–110. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3063-5_3.
Повний текст джерелаJewell, R. A. "Reinforced Soil Wall Analysis and Behaviour." In 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.
Повний текст джерелаChalaturnyk, R., D. H. K. Chan, and J. D. Scott. "Finite Element Analysis of Reinforced Soil." In 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.
Повний текст джерелаYan, Changgen, and Yinsen Tang. "Research Progress of Fiber Reinforced Soil." In 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.
Повний текст джерелаVinayapriya, M. V., and Soumya Jose. "Performance of Geocell Reinforced Soil Beds." In Lecture Notes in Civil Engineering, 315–25. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6466-0_30.
Повний текст джерелаZornberg, J. G. "New horizons in reinforced soil technology." In New Horizons in Earth Reinforcement, 25–44. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-3.
Повний текст джерелаJones, C. J. F. P., and S. P. Corbet. "Limit state design of reinforced soil." In New Horizons in Earth Reinforcement, 121–26. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003416753-12.
Повний текст джерелаТези доповідей конференцій з теми "SOIL REINFORCED"
Soliman, Sherif, and Adel Hanna. "Performance of Reinforced Collapsible Soil." In GeoFlorida 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)32.
Повний текст джерелаLawson, C. R., and T. W. Yee. "Reinforced Soil Retaining Walls with Constrained Reinforced Fill Zones." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40787(166)10.
Повний текст джерелаSahoo, S., B. Manna, and K. G. Sharma. "Seismic Stability Analysis of Un-Reinforced and Reinforced Soil Slopes." In Fourth Geo-China International Conference. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480007.009.
Повний текст джерелаProcházka, P., and J. Trckova. "Back analysis of reinforced soil slopes." In MATERIALS CHARACTERISATION 2007. Southampton, UK: WIT Press, 2007. http://dx.doi.org/10.2495/mc070421.
Повний текст джерелаKhosrojerdi, Mahsa, Tong Qiu, Ming Xiao, and Jennifer Nicks. "Numerical Evaluation of Long-Term Performance of a Geosynthetic Reinforced Soil Pier and Reinforced Soil Foundation." In Geo-Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482797.047.
Повний текст джерелаSahu, Raghvendra, Ramanathan Ayothiraman, and G. V. Ramana. "Dynamic Response of Model Footing on Reinforced Sand." In Geotechnical Earthquake Engineering and Soil Dynamics V. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481486.021.
Повний текст джерелаLi, H., K. Senetakis, and A. Khoshghalb. "Laboratory Study of Sands Reinforced with Polypropylene Fibers." In Geotechnical Earthquake Engineering and Soil Dynamics V. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481486.032.
Повний текст джерелаWang, Lei, Michael Powers, and Wenping Gong. "Reliability Analysis of Geosynthetic Reinforced Soil Walls." In Geo-Risk 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480724.009.
Повний текст джерелаLatha, G. M., and A. M. Krishna. "Dynamic Response of Reinforced Soil Retaining Walls." In GeoShanghai International Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40863(195)40.
Повний текст джерелаMichalowski, Radoslaw L. "Plasticity-Based Analysis of Reinforced Soil Structures." In Geo-Denver 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40515(291)23.
Повний текст джерелаЗвіти організацій з теми "SOIL REINFORCED"
Olen, Kara L., Richard J. Fragaszy, Michael R. Purcell, and Kenneth W. Cargill. Dynamic Response of Reinforced Soil Systems. Phase 2. Fort Belvoir, VA: Defense Technical Information Center, December 1993. http://dx.doi.org/10.21236/ada288740.
Повний текст джерелаBernal, Andres, C. Lovell, and 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.
Повний текст джерелаEbeling, Robert, та 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.), березень 2021. http://dx.doi.org/10.21079/11681/39881.
Повний текст джерелаEbeling, Robert, Barry White, John Hite, James Tallent, Locke Williams, Brad McCoy, Aaron Hill, Cameron Dell, Jake Bruhl та 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.), липень 2023. http://dx.doi.org/10.21079/11681/47245.
Повний текст джерелаAgudelo Urrego, Luz María, Chatuphat Savigamin, Devansh Gandhi, Ghadir Haikal, and Antonio Bobet. Assessment of Pipe Fill Heights. Purdue University Press, 2023. http://dx.doi.org/10.5703/1288284317612.
Повний текст джерелаGarcia, Lyan, James Rowland, and Jeb Tingle. Evaluation of geocell-reinforced backfill for airfield pavement repair. Engineer Research and Development Center (U.S.), December 2021. http://dx.doi.org/10.21079/11681/42550.
Повний текст джерела