Libros sobre el tema "MODEL PILES IN SAND"
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Iskander, Magued. Behavior of Pipe Piles in Sand. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-13108-0.
Texto completoUnited States. Federal Highway Administration. y Atkinson-Noland & Associates., eds. Centrifugal testing of model piles and pile groups. McLean, Va: U.S. Dept. of Transportion, Federal Highway Administration, 1985.
Buscar texto completoMunch-Andersen, Jørgen. Silo model tests with sand. Hørsholm: Danish Building Research Institute, 1992.
Buscar texto completoMiedema, Sape A. The Delft sand, clay & rock cutting model. Amsterdam: IOS Press, 2014.
Buscar texto completoLarson, Magnus. SBEACH: Numerical model for simulating storm-induced beach change. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.
Buscar texto completoHannigan, Kevin. The sand cone model: Achieving multiple objectives in the Irish chemical and pharmaceutical industry. Dublin: University College Dublin, 1996.
Buscar texto completoGroen, Klaas P. Pesticide leaching in polders: Field and model studies on cracked clays and loamy sand. Lelystad: Ministerie van Verkeer en Waterstaat, Directoraat-General Rijkswaterstaat, Directie Ijsselmeergebied, 1997.
Buscar texto completoM, Rubin David. Measurements of sand thicknesses in Grand Canyon, Arizona, and a conceptual model for characterizing changes in sand-bar volume through time and space. [Menlo Park, CA]: U.S. Geological Survey, 1994.
Buscar texto completoBekbasarov, Isabay. Study of the process of driving piles and dies on models. ru: INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1074097.
Texto completoPeck, Lindamae. Heat transfer and frost-thaw penetration in soil surrounding an inclusion of sand: Numerical model results relevant to electromagnetic sensor system performance. [Hanover, N.H]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1995.
Buscar texto completoPeck, Lindamae. Heat transfer and frost-thaw penetration in soil surrounding an inclusion of sand: Numerical model results relevant to electromagnetic sensor system performance. [Hanover, N.H]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1995.
Buscar texto completoPeck, Lindamae. Heat transfer and frost-thaw penetration in soil surrounding an inclusion of sand: Numerical model results relevant to electromagnetic sensor system performance. [Hanover, N.H]: US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1995.
Buscar texto completoVoronin, Lois M. Evaluation of saltwater intrusion and travel time in the Atlantic City 800-foot sand, Cape May County, New Jersey, 1992, by use of a coupled-model approach and flow-path analysis. West Trenton, N.J: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.
Buscar texto completoRobinson, R. B. Piles in sand and in sand overlying clay. 1989.
Buscar texto completoJardine, Richard, Fiona Chow, Zhongxuan Yang y Wangbo Guo. Comprehensive Database of Tests on Axially Loaded Piles Driven in Sand. Elsevier Science & Technology Books, 2015.
Buscar texto completoComprehensive Database of Tests on Axially Loaded Piles Driven in Sand. Elsevier Science & Technology Books, 2015.
Buscar texto completoSiraty, A. Behaviour of model foundations on sand. 1992.
Buscar texto completoA Comprehensive Database of Tests on Axially Loaded Piles Driven in Sand. Elsevier, 2016. http://dx.doi.org/10.1016/c2015-0-01032-2.
Texto completoUngaro, Ronald. Development of design parameters for H-piles in sand using static analysis. 1988.
Buscar texto completoBehavior of Pipe Piles in Sand Springer Series in Geomechanics and Geoengineering. Springer, 2011.
Buscar texto completoIskander, Magued. Behavior of Pipe Piles in Sand: Plugging & Pore-Water Pressure Generation During Installation and Loading. Springer, 2011.
Buscar texto completoIskander, Magued. Behavior of Pipe Piles in Sand: Plugging & Pore-Water Pressure Generation During Installation and Loading. Springer, 2014.
Buscar texto completoIskander, Magued. Behavior of Pipe Piles in Sand: Plugging and Pore-Water Pressure Generation During Installation and Loading. Springer, 2011.
Buscar texto completoLake, G. C. The development of shaft friction and end bearing resistance for dynamically-driven model piles. 1986.
Buscar texto completoExtended Load/Unload/Reload Hyperbolic Model for Interfaces: Parameter Values and Model Performance for the Contact Between Concrete and Coarse Sand. Storming Media, 2000.
Buscar texto completoZachar, Peter y Richard J. McNally. Vagueness, the sorites paradox, and posttraumatic stress disorder. Oxford University Press, 2016. http://dx.doi.org/10.1093/med/9780198722373.003.0009.
Texto completoYust, Jason. Structural Networks and the Experience of Musical Time. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190696481.003.0005.
Texto completoBokulich, Alisa. Searching for Non-Causal Explanations in a Sea of Causes. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198777946.003.0008.
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