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100 AASHTO, 2006. âStandard Specifications for Geotextiles - M 288,â Standard Specifications for Transportation Materials and Methods of Sampling and Testing, 25th Edition, American Association of State Highway and Transportation Officials, Washington, D.C. Abromeit, H.U., and Heibaum, M.H., 1996. âStressing of Geosynthetics During Installation and Construction on Site: Installation of Geosynthetics in Waterways,â in Geosynthetics: Applications, Design, and Construction,â DeGroot, M.B., Den Hoedt,G., and Termaat, R.J. (eds.), Balkema, Rotterdam. American Society for Testing and Materials (ASTM) 2014a. Annual Book of ASTM Standards, Volume 4.08, West Conshohocken, PA. American Society for Testing and Materials (ASTM) 2014b. Annual Book of ASTM Standards, Volume 4.09, West Conshohocken, PA. Arneson, L.A., Lagasse, P.F., and Clopper, P.E., 2010. âThe Importance of Filters in Bridge Scour Countermeasure Design,â in Geotechnics of Scour and Erosion, Geo-Strata, July/August. Arneson, L.A., Zevenbergen, L.W., Lagasse, P.F., and Clopper, P.E., 2012. âEvaluating Scour at Bridges,â Hydrau- lic Engineering Circular No. 18, Fifth Edition, FHWA-HIF-12-003, Federal Highway Administration, Washington, D.C. Bakker, K.J., Verheij, H.J., and DeGroot, M.B., 1994. âDesign Relationship for Filters in Bed Protection,â Technical Note, ASCE, Journal of Hydraulic Engineering, Vol. 120, No. 9, pp. 1082â1088. Bertram, G.E., 1940. An Experimental Investigation of Protective Filters, Harvard Soil Mechanics Series, No. 7, Graduate School of Engineering, Harvard University, Cambridge MA. Bezuijen, A., and Kohler, H.J., 1996. âFilter and Revetment Design of Water Imposed Embankments Induced by Wave and Drawdown Loadings,â in Geosynthetics: Applications, Design, and Construction, DeGroot, Den Hoedt, Termaat (eds.), Balkema, Rotterdam, pp. 1007â1023. Bozinovic, M., Miloradov, M., and Cikic, E., 1984. âYugoslav Experience in Constructing Revetments Incorpo- rating Geotextiles,â Paper 14 in International Conference on Flexible Armoured Revetments Incorporat- ing Geotextiles, British National Committee of the Permanent International Association of Navigation Congresses (PIANC), 29â30 March 1984, London, U.K. Brown, S.A., and Clyde, E.S., 1989. âDesign of Riprap Revetment,â Hydraulic Engineering Circular No. 11, FHWA- IP-89-016, Federal Highway Administration, Washington, D.C. Bryson, D.W., Ghere, D.G., and Hulbert, W.H., 2000. âEuropean Practice for Bridge Scour and Stream Instability Countermeasures,â Transportation Research Record: Journal of the Transportation Research Board, No. 1696, TRB, National Research Council, Washington, D.C., pp. 236â243. Calhoun, C.C., Jr., 1972. âDevelopment of Design Criteria and Acceptance Specification for Plastic Filter Cloth,â Technical Report F-72-7, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS. Christopher, B.R., 1983. âEvaluation of Two Geotextile Installations in Excess of a Decade Old,â Transportation Research Record 916, TRB, National Research Council, Washington, D.C. Christopher, B.R., and Holtz, R.D., 1985. Geotextile Engineering Manual, FHWA-TS-86/203, Washington, D.C. Cistin, J., 1968. âKonstrukce a stavba filtru syspanych hrazi,â VVHU Brno. Dement, L.E., and Fowler, J., 1984. âCase Histories Using Filter Fabric Underneath Revetments in Lower Loui- siana,â Paper 17 in International Conference on Flexible Armoured Revetments Incorporating Geotextiles, British National Committee of the Permanent International Association of Navigation Congresses (PIANC), 29â30 March 1984, London, U.K. Departments of the Army and the Air Force, 1995. Engineering Use of Geotextiles, Army TM 5-818-8, Air Force AFJMAN 32-1030, Headquarters, Departments of the Army and Air Force, Washington, D.C. Deutscher Verband fhr Wasserwirtschaft und Kulturbau e.V. (DVWK), 1993. âApplication of Geotextiles in Hydraulic Engineering,â Guidelines for Water Management 306, issued in cooperation with International References
References 101 Commission on Irrigation and Drainage (ICID), Wirtschafts-und Verlagsgesellschaft Gas and Wasser mbH, Bonn, Germany. Dunham, J.W., and Barrett, R.J., 1974. âWoven Plastic Cloth Filters for Stone Seawalls,â Journal of the Waterways, Harbors, and Coastal Engineering Division, American Society of Civil Engineers, New York. Federal Waterways Engineering and Research Institute (BAW), 1993. Code of Practice: Use of Geotextile Filters on Waterways (MAG), Karlsruhe, Germany. GEOfabrics, 2011. âInstalling GEOfabricsâ Geotextiles in Coastal and River Applications,â GEOfabrics Limited, Self-Published (Online), Leeds, U.K., 8 p. Geosyntec Consultants, 1991. âGeotextile Filter Design Manual,â prepared for the Nicolon Corporation under Project No. GE1252, Norcross, GA. Geosynthetic Research Institute (GRI), 2012. âInstallation of Geotextile Tubes Used for Coastal and Riverine Structures,â (Standard Practice) GRI Test Method GT11, Geosynthetic Institute, Folsom, PA, 6 p. 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References 103 Ruff, J.F., and Fotherby, L.M., 1995. Bridge Scour Protection Systems Using ToskanesâPhase I, Engineering Research Center, Colorado State University Final Report (No. FHWA-PA-94-012-91-02), 224 p. Schulz, H., 1995. âConsiderations Regarding the Experience and Design of German Inland Waterways,â in River, Coastal and Shoreline Protection: Erosion Control Using Riprap and Armourstone, Thorne, C.R., Abt, S.R., Barends, F.B.J., Maynord, S.T., and Pilarczyk, K.W. (eds.), pp. 413â437. Schulz, H., and Kohler, H.J., 1999. âA Soil Mechanical Design Approach for Permeable Revetments on Inland Waterways,â in Proceedings, Twelfth European Conference on Soil Mechanics and Geotechnical Engineering, 6â10 June 1999, Amsterdam. Terzaghi, K., and Peck, R., 1948. Soil Mechanics in Engineering Practice, New York, Wiley & Sons. U.S. Army Corps of Engineers, 1977. âCivil Works Construction Guide Specification for Plastic Filter Fabric,â Corps of Engineer Specifications No. CW-02215, Office, Chief of Engineers, U.S. Army Corps of Engineers, Washington, D.C. U.S. Army Corps of Engineers, 1986. Seepage Analysis and Control for Dams, EM 1110-2-1901, Department of the Army, Office of the Chief of Engineers, Washington, D.C. U.S. Army Corps of Engineers, 1991. Hydraulic Design of Flood Control Channels, EM 1110-2-1601 (with change 1 dated 30 June 1994), Washington, D.C. U.S. Army Corps of Engineers, 1995. Design of Coastal Revetments, Seawalls and Bulkheads, EM 1110-2-1614, Washington, D.C. U.S. Army Corps of Engineers, 2011. Coastal Engineering Manual: Engineering and Design, EM 1110-2-1100, Change 3, Department of the Army, Washington, D.C. U.S. Department of the Interior, Bureau of Reclamation, 1977. Design of Small Dams, 2nd ed., revised reprint, Veldhuijzen van Zanten, R. (ed.), 1986. âGeotextiles and Geomembranes in Civil Engineering,â A.A. Balkema, Rotterdam/Boston. Wewerka, M., 1984. âTheoretical Basis and Practical ExperienceâGeotextiles in Hydraulic Engineering,â Paper 15 in International Conference on Flexible Armoured Revetments Incorporating Geotextiles, British National Committee of the Permanent International Association of Navigation Congresses (PIANC), 29â30 March 1984, London, U.K. Wise, E.G., 1984. âDevelopment Parameters for Integrated Flexible Revetment Systems,â Paper 6 in Inter- national Conference on Flexible Armoured Revetments Incorporating Geotextiles, British National Com- mittee of the Permanent International Association of Navigation Congresses (PIANC), 29â30 March 1984, London, U.K. Ziems, J., 1968. âEin Beitrag zur Konakterosion Nichtbindiger Erdstoffe,â Dissertation TU Dresden.