Literatura académica sobre el tema "Reinforced Soil Slopes"
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Artículos de revistas sobre el tema "Reinforced Soil Slopes"
Huang, Liang, Weili He, Yujie Hou, Dun Liu, Bo Wang, Jiahua Zhu y Junjie Wang. "Seismic Behavior of Flexible Geogrid Wrap-Reinforced Soil Slope". Advances in Civil Engineering 2021 (22 de febrero de 2021): 1–12. http://dx.doi.org/10.1155/2021/8833662.
Texto completoPorbaha, A. y D. J. Goodings. "Centrifuge modeling of geotextile-reinforced steep clay slopes". Canadian Geotechnical Journal 33, n.º 5 (6 de noviembre de 1996): 696–704. http://dx.doi.org/10.1139/t96-096-317.
Texto completoSonnenberg, R., M. F. Bransby, P. D. Hallett, A. G. Bengough, S. B. Mickovski y M. C. R. Davies. "Centrifuge modelling of soil slopes reinforced with vegetation". Canadian Geotechnical Journal 47, n.º 12 (diciembre de 2010): 1415–30. http://dx.doi.org/10.1139/t10-037.
Texto completoChalaturnyk, R. J., J. D. Scott, D. H. K. Chan y E. A. Richards. "Stresses and deformations in a reinforced soil slope". Canadian Geotechnical Journal 27, n.º 2 (1 de abril de 1990): 224–32. http://dx.doi.org/10.1139/t90-026.
Texto completoSong, Xiaoruan, Miansong Huang, Shiqin He, Gaofeng Song, Ruozhu Shen, Pengzhi Huang y Guanfang Zhang. "Erosion Control Treatment Using Geocell and Wheat Straw for Slope Protection". Advances in Civil Engineering 2021 (10 de abril de 2021): 1–12. http://dx.doi.org/10.1155/2021/5553221.
Texto completoAltalhe, Enas B., Mohd Raihan Taha y Fathi M. Abdrabbo. "BEHAVIOR OF STRIP FOOTING ON REINFORCED SAND SLOPE". Journal of Civil Engineering and Management 21, n.º 3 (26 de febrero de 2015): 376–83. http://dx.doi.org/10.3846/13923730.2014.890646.
Texto completoSong, Gaofeng, Xiaoruan Song, Shiqin He, Dezhong Kong y Shuai Zhang. "Soil Reinforcement with Geocells and Vegetation for Ecological Mitigation of Shallow Slope Failure". Sustainability 14, n.º 19 (21 de septiembre de 2022): 11911. http://dx.doi.org/10.3390/su141911911.
Texto completoKeshavarz, Amin, Habibeh Abbasi y Abdoreza Fazeli. "Yield acceleration of reinforced soil slopes". International Journal of Geotechnical Engineering 14, n.º 1 (23 de noviembre de 2017): 80–89. http://dx.doi.org/10.1080/19386362.2017.1404736.
Texto completoTang, Xian Yuan y Yong Peng Li. "Treatment Technology for Embankment Landslide Caused by Expansive Soil Foundation Instability". Applied Mechanics and Materials 204-208 (octubre de 2012): 3035–39. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.3035.
Texto completoWang, Liping y Ga Zhang. "Pile-Reinforcement Behavior of Cohesive Soil Slopes: Numerical Modeling and Centrifuge Testing". Journal of Applied Mathematics 2013 (2013): 1–15. http://dx.doi.org/10.1155/2013/134124.
Texto completoTesis sobre el tema "Reinforced Soil Slopes"
Baah-Frempong, Emmanuel. "Experimental and numerical analyses of geosynthetic-reinforced soil slopes". Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2019. https://ro.ecu.edu.au/theses/2231.
Texto completoChan, Yam Ming. "Centrifuge and three dimensional numerical modelling of CDG filled slopes reinforced with different nail inclinations /". View abstract or full-text, 2008. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202008%20CHAN.
Texto completoAbd, Akram Hasan. "Geosynthetic-reinforced and unreinforced soil slopes subject to cracks and seismic action : stability assessment and engineered slopes". Thesis, University of Warwick, 2017. http://wrap.warwick.ac.uk/95496/.
Texto completoParra, Jorge R. "Evaluation of uncertainties in the resistance provided by slender reinforcement for slope stablization /". free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p3137734.
Texto completoAng, Eng-Chew. "Numerical investigation of load transfer mechanisms in slopes reinforced with piles". Diss., Columbia, Mo. : University of Missouri-Columbia, 2005. http://hdl.handle.net/10355/4170.
Texto completoThe 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. Title from title screen of research.pdf file viewed on (November 7, 2006) Vita. Includes bibliographical references.
Liang, Teng. "Seismic performance of vegetated slopes". Thesis, University of Dundee, 2015. https://discovery.dundee.ac.uk/en/studentTheses/04c95230-9768-4c0a-8b8a-b32081d039a9.
Texto completoOthman, M. Asbi. "Highway cut slope instability problems in Malaysia". Thesis, University of Bristol, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.375951.
Texto completoBenjamim, Carlos Vinicius dos Santos. "Avaliação experimental de protótipos de estruturas de contenção em solo reforçado com geotêxtil". Universidade de São Paulo, 2006. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-18082006-110207/.
Texto completoDespite the important advantages associated with the use of geotextiles as reinforcement, most retaining walls in Brazil still use more conventional. The lack of field monitoring data regarding the internal and face displacements of these structures has certainly prevented broader use of this reinforced soil technology. This study addresses several aspects related to the behavior of geotextile-reinforced soil structures, such as the deformability of reinforcement materials under the confinement of soil, and quantification of the actual failure mechanisms. To achieve these goals, eight 4.0 m high geotextile-reinforced soil retaining wall prototypes were built and instrumented in order to quantify their behavior under ambient atmospheric conditions. Granular and poorly draining backfills were used in this study. Innovative construction methods and instrumentation were developed specifically for this research program. A significant laboratory testing program was conducted to quantify the stress-strain properties of the soils and geosynthetics involved in the construction of the walls. As a reference, the behaviors of these prototype structures were compared with that of a long term analysis of a steep slope in Idaho, USA. This wall is 15.3 m high, with displacement measurements carried out until five years after the end of the construction. A parametric analysis was conducted for the prototypes, in order to investigate the effects of soil type, reinforcement type and internal geometry of the structures. Among the most important conclusions obtained in this research, it is the large creep strains observed in prototype 7, the tendency of a linear potential slip surface observed for the walls constructed with granular backfills, and a log spiral slip surface for the prototypes constructed with cohesive backfills, the importance of the apparent cohesion in the behavior of the structures, and the reduction of the vertical movements of the structures with the increase of the amount of sand in the grain size distribution of the soil
Srilatha, N. "Shaking Table Studies on Seismic Response of Unreinforced and Geosynthetic Reinforced Soil Slopes". Thesis, 2019. https://etd.iisc.ac.in/handle/2005/4464.
Texto completoGregory, Garry Haden. "Shear strength, creep and stability of fiber-reinforced soil slopes". 2006. http://digital.library.okstate.edu/etd/umi-okstate-1744.pdf.
Texto completoLibros sobre el tema "Reinforced Soil Slopes"
Highway Innovative Technology Evaluation Center (U.S.), ed. Evaluation of the Maccaferri Green Terramesh reinforced slope system: Final report July 9, 2003. Reston, VA: American Society of Civil Engineers, 2003.
Buscar texto completoNational 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.
Buscar texto completoUnited States. Federal Highway Administration. y Earth Engineering & Sciences, Inc., eds. Corrosion/degradation of soil reinforcements for mechanically stabilized earth walls and reinforced soil slopes: FHWA demonstration project 82, Reinforced soil structures MSEW and RSS. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 1997.
Buscar texto completoUnited States. Federal Highway Administration. Office of Technology Applications. y Earth Engineering & Sciences, Inc., eds. Corrosion/degradation of soil reinforcements for mechanically stabilized earth walls and reinforced soil slopes. Washington, D.C: Federal Highway Administration, Office of Technology Applications, 1996.
Buscar texto completoNational Highway Institute (U.S.) y Ryan R. Berg & Associates, eds. Corrosion/degradation of soil reinforcements for mechanically stabilized earth walls and reinforced soil slopes. Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, National Highway Institute, 2009.
Buscar texto completoE, Barry P., Christopher R, United States. Federal Highway Administration. y Earth Engineering & Sciences, Inc., eds. Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines: FHWA demonstration project 82, Reinforced soil structures WSEW and RSS. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 1998.
Buscar texto completoE, Barry P., Christopher R, United States. Federal Highway Administration. y Earth Engineering & Sciences, Inc., eds. Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines: FHWA demonstration project 82, Reinforced soil structures WSEW and RSS. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 1998.
Buscar texto completoE, Barry P., Christopher R, United States. Federal Highway Administration. y Earth Engineering & Sciences, Inc., eds. Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines: FHWA demonstration project 82, Reinforced soil structures MSEW and RSS. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 1997.
Buscar texto completoE, Barry P., Christopher R, United States. Federal Highway Administration. y Earth Engineering & Sciences, Inc., eds. Mechanically stabilized earth walls and reinforced soil slopes design and construction guidelines: FHWA demonstration project 82, Reinforced soil structures MSEW and RSS. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, 1997.
Buscar texto completoUnited States. Federal Highway Administration. Office of Infrastructure., ed. RSS, Reinforced Slope Stability: A microcomputer program : user's manual. [Washington, D.C.]: U.S. Dept. of Transportation, Federal Highway Administration, Office of Infrastructure, 1999.
Buscar texto completoCapítulos de libros sobre el tema "Reinforced Soil Slopes"
Yogendrakumar, M., R. J. Bathurst y W. D. Liam Finn. "Response of reinforced soil slopes to earthquake loadings". En Earthquake Engineering, editado por Shamim A. Sheikh y S. M. Uzumeri, 445–52. Toronto: University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-057.
Texto completoDantas, Bruno Teixeira y Maurício Ehrlich. "Numerical analysis of reinforced soil slopes under working stress conditions". En Slope Stability Engineering, 1055–60. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-72.
Texto completoNaskar, Soumen y Awdhesh Kumar Choudhary. "Behaviour of Buried Pipelines in Geosynthetics Reinforced Soil Slopes". En Dynamics of Soil and Modelling of Geotechnical Problems, 145–57. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-5605-7_14.
Texto completoSharma, Animesh, P. T. Raju, V. Sreedhar y Hemant Mahiyar. "Slope Stability Analysis of Steep-Reinforced Soil Slopes Using Finite Element Method". En Lecture Notes in Civil Engineering, 163–71. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0368-5_18.
Texto completoYako, M. A. y B. R. Christopher. "Polymerically Reinforced Retaining Walls and Slopes in North America". En The Application of Polymeric Reinforcement in Soil Retaining Structures, 239–83. Dordrecht: Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1405-6_8.
Texto completoGhosh, Priyanka, Surya Kumar Pandey y S. Rajesh. "Seismic Stability of Slopes Reinforced with Micropiles—A Numerical Study". En Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics, 411–22. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1468-2_18.
Texto completoPokharel, G., A. Fujii y H. Miki. "Centrifuge model testing of reinforced soil slopes in the perspective of Kanto Loam". En Slope Stability Engineering, 985–89. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-60.
Texto completoXiao, Minhao, Yiying Zhao y Ga Zhang. "Centrifuge Model Tests on Ecologically Reinforced Soil Slopes Under Vertical Loading". En Dam Breach Modelling and Risk Disposal, 212–20. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-46351-9_20.
Texto completoVibha, S. y P. V. Divya. "Performance of Geosynthetic Reinforced Steep Soil Slopes at the Onset of Rainfall Infiltration". En Lecture Notes in Civil Engineering, 167–76. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6466-0_15.
Texto completoChen, Hao, Fengchi Wang, Gang Xu y Lilong Guo. "Laboratory Model Test of Eco-Concrete Slab Slope Protection". En Lecture Notes in Civil Engineering, 358–67. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_33.
Texto completoActas de conferencias sobre el tema "Reinforced Soil Slopes"
Procházka, P. y J. Trckova. "Back analysis of reinforced soil slopes". En MATERIALS CHARACTERISATION 2007. Southampton, UK: WIT Press, 2007. http://dx.doi.org/10.2495/mc070421.
Texto completoSahoo, S., B. Manna y K. G. Sharma. "Seismic Stability Analysis of Un-Reinforced and Reinforced Soil Slopes". En Fourth Geo-China International Conference. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784480007.009.
Texto completoChristopher, B. R., D. Leshchinsky y R. Stulgis. "Geosynthetic-Reinforced Soil Walls and Slopes: US Perspective". En Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40788(167)12.
Texto completoJones, Colin J. F. P. "Geosynthetic-Reinforced Soil Walls and Slopes: European Perspectives". En Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40788(167)11.
Texto completoOtani, J. y H. Ochiai. "Geosynthetic-Reinforced Soil Walls and Slopes: Japanese Perspectives". En Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40788(167)10.
Texto completoBueno, Benedito de S. "Geosynthetic-Reinforced Soil Walls and Slopes: Brazilian Perspectives". En Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40788(167)9.
Texto completoDhanya, K. A. y P. V. Divya. "Reinforced Composites for Resilient Reinforced Soil Slopes to Prevent Rainfall Induced Failures". En Geo-Congress 2022. Reston, VA: American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784484012.061.
Texto completoMandal, J. N., S. Kumar y C. L. Meena. "Centrifuge Modeling of Reinforced Soil Slopes Using Tire Chips". En Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40787(166)7.
Texto completoLin, Yong-liang, Xin-xing Li y Meng-xi Zhang. "Limit Analysis of Reinforced Soil Slopes Based on Composite Reinforcement Mechanism". En GeoShanghai International Conference 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41108(381)6.
Texto completoChoudhury, Deepankar y Deepa Modi. "Displacement-Based Seismic Stability Analyses of Reinforced and Unreinforced Slopes Using Planar Failure Surfaces". En Geotechnical Earthquake Engineering and Soil Dynamics Congress IV. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40975(318)189.
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