Books on the topic '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.
Full textUnited States. Federal Highway Administration. and Atkinson-Noland & Associates., eds. Centrifugal testing of model piles and pile groups. McLean, Va: U.S. Dept. of Transportion, Federal Highway Administration, 1985.
Find full textMunch-Andersen, Jørgen. Silo model tests with sand. Hørsholm: Danish Building Research Institute, 1992.
Find full textMiedema, Sape A. The Delft sand, clay & rock cutting model. Amsterdam: IOS Press, 2014.
Find full textLarson, Magnus. SBEACH: Numerical model for simulating storm-induced beach change. Vicksburg, Miss: U.S. Army Engineer Waterways Experiment Station, 1989.
Find full textHannigan, Kevin. The sand cone model: Achieving multiple objectives in the Irish chemical and pharmaceutical industry. Dublin: University College Dublin, 1996.
Find full textGroen, 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.
Find full textM, 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.
Find full textBekbasarov, 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.
Full textPeck, 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.
Find full textPeck, 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.
Find full textPeck, 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.
Find full textVoronin, 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.
Find full textRobinson, R. B. Piles in sand and in sand overlying clay. 1989.
Find full textJardine, Richard, Fiona Chow, Zhongxuan Yang, and Wangbo Guo. Comprehensive Database of Tests on Axially Loaded Piles Driven in Sand. Elsevier Science & Technology Books, 2015.
Find full textComprehensive Database of Tests on Axially Loaded Piles Driven in Sand. Elsevier Science & Technology Books, 2015.
Find full textSiraty, A. Behaviour of model foundations on sand. 1992.
Find full textA Comprehensive Database of Tests on Axially Loaded Piles Driven in Sand. Elsevier, 2016. http://dx.doi.org/10.1016/c2015-0-01032-2.
Full textUngaro, Ronald. Development of design parameters for H-piles in sand using static analysis. 1988.
Find full textBehavior of Pipe Piles in Sand Springer Series in Geomechanics and Geoengineering. Springer, 2011.
Find full textIskander, Magued. Behavior of Pipe Piles in Sand: Plugging & Pore-Water Pressure Generation During Installation and Loading. Springer, 2011.
Find full textIskander, Magued. Behavior of Pipe Piles in Sand: Plugging & Pore-Water Pressure Generation During Installation and Loading. Springer, 2014.
Find full textIskander, Magued. Behavior of Pipe Piles in Sand: Plugging and Pore-Water Pressure Generation During Installation and Loading. Springer, 2011.
Find full textLake, G. C. The development of shaft friction and end bearing resistance for dynamically-driven model piles. 1986.
Find full textExtended Load/Unload/Reload Hyperbolic Model for Interfaces: Parameter Values and Model Performance for the Contact Between Concrete and Coarse Sand. Storming Media, 2000.
Find full textZachar, Peter, and 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.
Full textYust, Jason. Structural Networks and the Experience of Musical Time. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190696481.003.0005.
Full textBokulich, 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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