Projet National Erinoh - Guide Ingénierie - Volume 3

Annexe 1 – Références Guide ERINOH – Érosion interne dans les ouvrages hydrauliques 317 ICOLD (2017). Internal Erosion of Existing Dams, Levees and Dikes, and their Foundations. International Commission on Large Dams, Paris. Bulletin 164. Istomina, V.S. (1957), Filtration stability of soils (in Russian). Gostroizdat, Moscow. Kenney, T.C. and Lau, D. (1985). Internal stability of granular filters. Canadian Geotech. J., Vol. 22, 215-225. Kenney, T.C. and Lau, D. (1986). Closure to: internal stability of granular filters. Canadian Geotech. J., Vol. 23, 420-423. Kenney, T.C., Chanal, R., Chin, E., Ofoeghu, G.I., Omange, G.N. and Ume, C.A. (1985). Controlling construction size of granular filters. Canadian Geotechnical Journal, 22, 32–43. Kjaernsli, B., Valstad, T. and Hoeg, K. (1992). Rockfill dams, design and construction. Norwegian Institute of Technology, Oslo. Koenders, M.A. and Sellmeijer, J.B. (1992). Mathematical model for piping. Journal of Geotech. Eng., ASCE, Vol.118, No. 6, 943-946. Koenders, M.A. and Sellmeijer, J.B. (1992). Mathematical model for piping. Journal of Geotech. Eng., ASCE, Vol.118, No. 6, 943-946. Kuwano Reiko, Kohata Yukihiro , SatoMari , Kohata Yukihiro , SatoMari (2012). A Case Study of Ground Cave-in due to Large Scale Subsurface Erosion in Old Land Fill ICSE6 Paris – August 27-31, 2012, Paper 228, pages 265-271. Lawrence (2002). Summary of outcomes of “workshop on cracking of homogeneous earth dams in semi-arid environments” Maricopa County, USA. Lawton et al (1992), Review of wetting induced collapse in compacted soil, ASCE Geotech, Vol 118, No 9, 1376 – 1394. Li, M. and Fannin, R.J. (2008). A comparison of two criteria for internal instability of granular soils. Canadian Geotechnical Journal, 45 pages 1303-1309. Li, M. and Fannin, R.J. (in press). “A theoretical envelope for internal instability of cohesionless soil,” Geotechnique. Li M.( 2008). Seepage induced instability in widely graded soils. PhD-thesis. The University of British Columbia. May 2008. Lim, S.S. (2006). Experimental investigation of erosion in variably saturated clay soils. PhD thesis, School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia. Lim, S.S. and Khalili, N.K. (2010). Laboratory measurement of erosion of clay soils using rotating cylinder test. Geotechnical Testing Journal, Vol.32, No 3. Lubockov, E.A. (1965). The calculation of suffusion properties of Non-Cohesive Soils when using the Non-Suffosion Analogue (in Russian) In International Conference on Hydraulic Research, pages 135-148, Brno, Czeckoslovakai. Marot, D., Alexis, A., and Bendahmane, F. (2007). A specific triaxial device for the study of internal erosion in cohesive soils. Proceedings of Workshop on