Добірка наукової літератури з теми "Reinforced Soil Slopes"
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Статті в журналах з теми "Reinforced Soil Slopes"
Huang, Liang, Weili He, Yujie Hou, Dun Liu, Bo Wang, Jiahua Zhu, and Junjie Wang. "Seismic Behavior of Flexible Geogrid Wrap-Reinforced Soil Slope." Advances in Civil Engineering 2021 (February 22, 2021): 1–12. http://dx.doi.org/10.1155/2021/8833662.
Повний текст джерелаPorbaha, A., and D. J. Goodings. "Centrifuge modeling of geotextile-reinforced steep clay slopes." Canadian Geotechnical Journal 33, no. 5 (November 6, 1996): 696–704. http://dx.doi.org/10.1139/t96-096-317.
Повний текст джерелаSonnenberg, R., M. F. Bransby, P. D. Hallett, A. G. Bengough, S. B. Mickovski, and M. C. R. Davies. "Centrifuge modelling of soil slopes reinforced with vegetation." Canadian Geotechnical Journal 47, no. 12 (December 2010): 1415–30. http://dx.doi.org/10.1139/t10-037.
Повний текст джерелаChalaturnyk, R. J., J. D. Scott, D. H. K. Chan, and E. A. Richards. "Stresses and deformations in a reinforced soil slope." Canadian Geotechnical Journal 27, no. 2 (April 1, 1990): 224–32. http://dx.doi.org/10.1139/t90-026.
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 джерелаAltalhe, Enas B., Mohd Raihan Taha, and Fathi M. Abdrabbo. "BEHAVIOR OF STRIP FOOTING ON REINFORCED SAND SLOPE." Journal of Civil Engineering and Management 21, no. 3 (February 26, 2015): 376–83. http://dx.doi.org/10.3846/13923730.2014.890646.
Повний текст джерелаSong, Gaofeng, Xiaoruan Song, Shiqin He, Dezhong Kong, and Shuai Zhang. "Soil Reinforcement with Geocells and Vegetation for Ecological Mitigation of Shallow Slope Failure." Sustainability 14, no. 19 (September 21, 2022): 11911. http://dx.doi.org/10.3390/su141911911.
Повний текст джерелаKeshavarz, Amin, Habibeh Abbasi, and Abdoreza Fazeli. "Yield acceleration of reinforced soil slopes." International Journal of Geotechnical Engineering 14, no. 1 (November 23, 2017): 80–89. http://dx.doi.org/10.1080/19386362.2017.1404736.
Повний текст джерелаTang, Xian Yuan, and Yong Peng Li. "Treatment Technology for Embankment Landslide Caused by Expansive Soil Foundation Instability." Applied Mechanics and Materials 204-208 (October 2012): 3035–39. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.3035.
Повний текст джерелаWang, Liping, and 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.
Повний текст джерелаДисертації з теми "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.
Повний текст джерелаChan, 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.
Повний текст джерелаAbd, 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/.
Повний текст джерелаParra, 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.
Повний текст джерелаAng, 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.
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. 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.
Повний текст джерелаOthman, 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.
Повний текст джерелаBenjamim, 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/.
Повний текст джерелаDespite 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.
Повний текст джерелаGregory, Garry Haden. "Shear strength, creep and stability of fiber-reinforced soil slopes." 2006. http://digital.library.okstate.edu/etd/umi-okstate-1744.pdf.
Повний текст джерелаКниги з теми "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.
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 джерелаUnited States. Federal Highway Administration. and 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.
Знайти повний текст джерелаUnited States. Federal Highway Administration. Office of Technology Applications. and 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.
Знайти повний текст джерелаNational Highway Institute (U.S.) and 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.
Знайти повний текст джерелаE, Barry P., Christopher R, United States. Federal Highway Administration., and 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.
Знайти повний текст джерелаE, Barry P., Christopher R, United States. Federal Highway Administration., and 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.
Знайти повний текст джерелаE, Barry P., Christopher R, United States. Federal Highway Administration., and 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.
Знайти повний текст джерелаE, Barry P., Christopher R, United States. Federal Highway Administration., and 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.
Знайти повний текст джерелаUnited 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.
Знайти повний текст джерелаЧастини книг з теми "Reinforced Soil Slopes"
Yogendrakumar, M., R. J. Bathurst, and W. D. Liam Finn. "Response of reinforced soil slopes to earthquake loadings." In Earthquake Engineering, edited by Shamim A. Sheikh and S. M. Uzumeri, 445–52. Toronto: University of Toronto Press, 1991. http://dx.doi.org/10.3138/9781487583217-057.
Повний текст джерелаDantas, Bruno Teixeira, and Maurício Ehrlich. "Numerical analysis of reinforced soil slopes under working stress conditions." In Slope Stability Engineering, 1055–60. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-72.
Повний текст джерелаNaskar, Soumen, and Awdhesh Kumar Choudhary. "Behaviour of Buried Pipelines in Geosynthetics Reinforced Soil Slopes." In 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.
Повний текст джерелаSharma, Animesh, P. T. Raju, V. Sreedhar, and Hemant Mahiyar. "Slope Stability Analysis of Steep-Reinforced Soil Slopes Using Finite Element Method." In Lecture Notes in Civil Engineering, 163–71. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0368-5_18.
Повний текст джерелаYako, M. A., and B. R. Christopher. "Polymerically Reinforced Retaining Walls and Slopes in North America." In 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.
Повний текст джерелаGhosh, Priyanka, Surya Kumar Pandey, and S. Rajesh. "Seismic Stability of Slopes Reinforced with Micropiles—A Numerical Study." In 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.
Повний текст джерелаPokharel, G., A. Fujii, and H. Miki. "Centrifuge model testing of reinforced soil slopes in the perspective of Kanto Loam." In Slope Stability Engineering, 985–89. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-60.
Повний текст джерелаXiao, Minhao, Yiying Zhao, and Ga Zhang. "Centrifuge Model Tests on Ecologically Reinforced Soil Slopes Under Vertical Loading." In 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.
Повний текст джерелаVibha, S., and P. V. Divya. "Performance of Geosynthetic Reinforced Steep Soil Slopes at the Onset of Rainfall Infiltration." In Lecture Notes in Civil Engineering, 167–76. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-6466-0_15.
Повний текст джерелаChen, Hao, Fengchi Wang, Gang Xu, and Lilong Guo. "Laboratory Model Test of Eco-Concrete Slab Slope Protection." In Lecture Notes in Civil Engineering, 358–67. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_33.
Повний текст джерелаТези доповідей конференцій з теми "Reinforced Soil Slopes"
Procházka, 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 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 джерелаChristopher, B. R., D. Leshchinsky, and R. Stulgis. "Geosynthetic-Reinforced Soil Walls and Slopes: US Perspective." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40788(167)12.
Повний текст джерелаJones, Colin J. F. P. "Geosynthetic-Reinforced Soil Walls and Slopes: European Perspectives." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40788(167)11.
Повний текст джерелаOtani, J., and H. Ochiai. "Geosynthetic-Reinforced Soil Walls and Slopes: Japanese Perspectives." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40788(167)10.
Повний текст джерелаBueno, Benedito de S. "Geosynthetic-Reinforced Soil Walls and Slopes: Brazilian Perspectives." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40788(167)9.
Повний текст джерелаDhanya, K. A., and P. V. Divya. "Reinforced Composites for Resilient Reinforced Soil Slopes to Prevent Rainfall Induced Failures." In Geo-Congress 2022. Reston, VA: American Society of Civil Engineers, 2022. http://dx.doi.org/10.1061/9780784484012.061.
Повний текст джерелаMandal, J. N., S. Kumar, and C. L. Meena. "Centrifuge Modeling of Reinforced Soil Slopes Using Tire Chips." In Geo-Frontiers Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40787(166)7.
Повний текст джерелаLin, Yong-liang, Xin-xing Li, and Meng-xi Zhang. "Limit Analysis of Reinforced Soil Slopes Based on Composite Reinforcement Mechanism." In GeoShanghai International Conference 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41108(381)6.
Повний текст джерелаChoudhury, Deepankar, and Deepa Modi. "Displacement-Based Seismic Stability Analyses of Reinforced and Unreinforced Slopes Using Planar Failure Surfaces." In 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.
Повний текст джерела