Embankment Dams: without special title

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U.S. Department of the Interior, Bureau of Reclamation, Assistant Commissioner, Engineering and Research, 1992 - Dams - 302 pages
 

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Page 88 - Experimental friction evaluation of slippage between geomembranes, geotextiles and soils. Proceedings of the international conference on geomembranes, Denver, 1984.
Page 172 - Use of Geosynthetics for the Underwater Lining of Operating Canals", Proceedings of 4th International Conference on Geotextiles. Geomembranes, and Related Products, The Hague, The Netherlands, 28 May - 1 June 1990, Vol.
Page 164 - ... a planned and systematic pattern of all means and actions designed to provide adequate confidence that items or services meet contractual and jurisdictional requirements and will perform satisfactorily in service; quality assurance includes quality control.
Page 90 - Report on two dimensional strain-stress behaviour of geomembranes with and without friction.
Page 146 - Impermeability: The Myth and a Rational Approach", Proceedings of the International Conference on Geomembranes , Vol. 1, Denver, CO, Jun 1984b, pp.
Page 90 - I: 181-185. St. Paul: IFAI. Stone, JL 1984. Leahage monitoring of the geomembrane liner for the Proton Decay experiment. Proceedings of the international conference on geomembranes. Denver, 1984. Vol II: 475-480. St. Paul: IFAI. Woodley, RM 1984. Work-to-rupture - Using the stress-strain relationship to optimize scrim reinforcement of FML. Proceedings of the international conference on geomembranes, Denver. 1984. Vol I: 197-198. St. Paul: IFAI. Index acceptable biaxial strain...
Page 87 - Giroud, JP 1984. Analysis of stresses and elongations in geomembranes. Proceedings of the international conference on geomembranes. Denver.
Page 164 - Another technique consists of placing on the concrete a needlepunched geotextile and impregnating it with a bituminous emulsion, thereby waterproofing the geotextile and, at the same time, fixing it onto the concrete face. Special equipment has been developed to install such...
Page 90 - Evaluation of Friction Coefficients between Geomembranes, Geotextiles, and Related Products," Proceedings of the Third International Conference on Geotextiles. Vol. 3, Vienna, Austria, Apr 1986, pp.
Page 125 - The allowable geosynthetic strain is the lesser of the maximum design strain for the considered geosynthetic and the strain beyond which the soil layer would be unacceptably deformed or cracked. The allowable geosynthetic deflection is considered when excessive deflection of the soil surface impairs the serviceability of the system.

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