Bibliographie
Mc Laren.P, Bowles.D, 1985. The effect of sediment transport on grain-size distribution.
Journal of Sedimentary Petrology, p 55, 457-470.
Mehta. A.J et al., 1989. Cohesive sediment transport i : process description, J. Hydraul.
Eng.p 115, 1076_1093.
Mewis. J and Spaull. A, 1976. Rheology of concentrated suspensions, Advances in Colloid
and interface Science. p6, 173 _ 200.
Mezouar.K, 2009. Etude comparative entre les méthodes de protection des deux littoraux
Algérien et Roumain. Thèse de Doctorat, Université technique de construction de
Bucarest, Bucarest.
Parker. R, 1986. On the observation of cohesive sediment behaviour for engineering
purposes, in Estuarine Cohesive Dynamics, Lecture notes on Coastal and Estuarine studies,
vol. 14, pp. pp. 270_289, Springer - Verlag.
Roux .J, 1994. A spread sheet template for determining sediment transport vectors from
grain-size parameters. Computers & Geosciences, p433–440.
Partheniades. E, 1962. A study of erosion and deposition of cohesive soils in salt
water,Ph.D. thesis, University of california, Berkeley.
Partheniades. E, 1965. Erosion and deposition of cohesive soils, Journal of Hydraulic
Division, p91, 105_137.
TELEMAC-3D version
5.8,
2007.
Système
de
modélisation TELEMAC
(hydordynamique tri-dimentionelle). Manuel d’utilisateur.
Terzaghi. K and R.B. Peck, 1967. Soil mechanics in engineering practice, first ed,p
173_182 pp. Wiley.
Valembois. J, 1960. Etude sur modèle du transport littoral. Conditions de similitude. Coastal
Engineering -Vol. 9 Ch. 18.
Verney. R, 2006. Processus de contrôle de la dynamique des sédiments cohésifs, Ph.D. thesis,
Université de Rouen.
Wentworth .C. K, 1922. A scale of grade and class terms for clastic sediments, Journalof
Geology, p30, 377_392.
Mc Laren.P, Bowles.D, 1985. The effect of sediment transport on grain-size distribution.
Journal of Sedimentary Petrology, p 55, 457-470.
Mehta. A.J et al., 1989. Cohesive sediment transport i : process description, J. Hydraul.
Eng.p 115, 1076_1093.
Mewis. J and Spaull. A, 1976. Rheology of concentrated suspensions, Advances in Colloid
and interface Science. p6, 173 _ 200.
Mezouar.K, 2009. Etude comparative entre les méthodes de protection des deux littoraux
Algérien et Roumain. Thèse de Doctorat, Université technique de construction de
Bucarest, Bucarest.
Parker. R, 1986. On the observation of cohesive sediment behaviour for engineering
purposes, in Estuarine Cohesive Dynamics, Lecture notes on Coastal and Estuarine studies,
vol. 14, pp. pp. 270_289, Springer - Verlag.
Roux .J, 1994. A spread sheet template for determining sediment transport vectors from
grain-size parameters. Computers & Geosciences, p433–440.
Partheniades. E, 1962. A study of erosion and deposition of cohesive soils in salt
water,Ph.D. thesis, University of california, Berkeley.
Partheniades. E, 1965. Erosion and deposition of cohesive soils, Journal of Hydraulic
Division, p91, 105_137.
TELEMAC-3D version
5.8,
2007.
Système
de
modélisation TELEMAC
(hydordynamique tri-dimentionelle). Manuel d’utilisateur.
Terzaghi. K and R.B. Peck, 1967. Soil mechanics in engineering practice, first ed,p
173_182 pp. Wiley.
Valembois. J, 1960. Etude sur modèle du transport littoral. Conditions de similitude. Coastal
Engineering -Vol. 9 Ch. 18.
Verney. R, 2006. Processus de contrôle de la dynamique des sédiments cohésifs, Ph.D. thesis,
Université de Rouen.
Wentworth .C. K, 1922. A scale of grade and class terms for clastic sediments, Journalof
Geology, p30, 377_392.