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Geotextiles in Embankment Dams - Association of State Dam Safety ...

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ReferencesICOLD (1986) <strong>Geotextiles</strong> as filters and transitions <strong>in</strong> fill dams. InternationalCommission on Large <strong><strong>Dam</strong>s</strong> Bullet<strong>in</strong> 55, 129 p.Ingold, T. S., and Miller, K. S. (1988) <strong>Geotextiles</strong> handbook. Thomas TelfordPublishers, London, United K<strong>in</strong>gdom, 152 p.Jeon, H. Y., and Mlynarek, J. (2004) Assessments <strong>of</strong> long-term dra<strong>in</strong>age performance<strong>of</strong> geotextiles. GeoQuebec, Proceed<strong>in</strong>gs 57 th Canadian Geotechnical Conference,pp. 27-32.Kle<strong>in</strong>er, D. E. (2005) A review <strong>of</strong> filter criteria for embankment dams (Part 1 andPart 2). In proceed<strong>in</strong>gs <strong>of</strong> the 25 th Annual USSD Conference – Technologies toenhance dam safety and the environment, Salt Lake City, UT, 6−10 June, 2005: pp.1−11, & 631-643.Koerner, R. M. (2005a) Design<strong>in</strong>g with Geosynthetics. Pearson, Prentice Hall, 5 thedition, Upper Saddle River, NJ, 796 p.Koerner, R. M. (2005b) Commentary on geosynthetic reduction factors – Part II –Filtration and dra<strong>in</strong>age applications. GFR magaz<strong>in</strong>e, v. 23, no. 1. , pp. 16-17.Koerner, R. M. (2005c) Commentary on geosynthetic reduction factors – Part III –Dra<strong>in</strong>age with geonets, geocomposites and geospacers. GFR magaz<strong>in</strong>e, v. 23, no. 2,pp. 14- 15.Koerner, R., and Koerner, G. (2005) Reduction Factors Used <strong>in</strong> GeosyntheticDesign. GSI White Paper #4, Geosynthetic Institute, http://www.geosynthetic<strong>in</strong>stitute.org/papers/paper4.pdf.Kossendey, T., Gartung, E., Schmidt, S. (1996). Microbiological Influences on thelong-term performance <strong>of</strong> geotextile filters. Proceed<strong>in</strong>gs GeoFilters ‘96, Montreal,Quebec, Canada, Ecole Polytechnique Montreal, pp. 115-124.Kutay, M. E. and Aydilek, A.H. (2005) Filtration performance <strong>of</strong> two-layergeotextile systems. Geotechnical Test<strong>in</strong>g Journal, v. 28, no. 1, pp. 1-13.Lafleur, J., and Pare, J. J. (1991) Use <strong>of</strong> geotextiles <strong>in</strong> the James Bay hydroelectricproject. <strong>Geotextiles</strong> and Geomembranes, v. 10, pp. 35-52.Legge, K. R. (2004) Geotextile selection as filters with<strong>in</strong> embankment and tail<strong>in</strong>gsdams. 4 th International Conference on Filters and Dra<strong>in</strong>age <strong>in</strong> Geotechnical andEnvironmental Eng<strong>in</strong>eer<strong>in</strong>g, Ge<strong>of</strong>ilters ‘2004, Stellenbosch, South Africa, pp. 1-12.147

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