×

Modelling of submarine landslides of rock and soil. (English) Zbl 0922.76018

Summary: Landslides and their hydraulic effects are studied by numerical and experimental means. A two-dimensional model based on Navier-Stokes equations has been developed considering the sediments and water as a mixture. A Bingham law written in effective stress and an erosion-diffusion law at the water-sediment interface have been introduced into the model. Laboratory experiments consisting in the sliding of a block, a coarse gravel and a fine sand have been carried out. The results are compared with the numerical model. These experiments shows the importance of sediment rheology and interstitial pressure in slide velocity and water wave generation.

MSC:

76-05 Experimental work for problems pertaining to fluid mechanics

Software:

NASA-VOF2D
Full Text: DOI

References:

[1] Moore, Geological Survey Res 501-D pp d95– (1964)
[2] ’Evidence of rapid gravitational mass movement on the submerged flanks of the Hawaiian Islands’, ’Pierre Beghin’ International Workshop on Rapid Gravitational Movements, Organized by the CEMAGREF in Grenoble, 1993.
[3] Jansen, Marine Geol. 78 pp 77– (1987) · doi:10.1016/0025-3227(87)90069-7
[4] Kulikov, JGR Oceans 103 pp 6609– (1996) · doi:10.1029/95JC03562
[5] Jiang, J. Geophys. Res 97 pp 731– (1992) · doi:10.1029/92JC00912
[6] , and , NASA-VOF2D: A computer program for incompressible flows with free surfaces, Report LA-10612-MS, Los Alamos, NM, 1985.
[7] Thermo-fluid Dynamic Theory of Two-Phase Flow, Published by Eyrolles, Paris, 1975. · Zbl 0325.76135
[8] ’The prediction of dispersed gas-liquid flow in complex pipe geometries’, Doctoral Thesis, University of London, 1989.
[9] Nielsen, Appl. Mech. Rev. 48 pp 564– (1995) · doi:10.1115/1.3023145
[10] Huerta, Comput. Meth. Appl. Mech. Engng 69 pp 277– (1988) · Zbl 0655.76032 · doi:10.1016/0045-7825(88)90044-8
[11] ’Etude numérique et expérimentale des vagues générées par des effondrements de terrain’, Thesis, Ecole centrale de Paris, France, 1992.
[12] Etudes numériques et expérimentales d’un glissement de sédiments le long d’une pente sous-marine et des vagues générées, Thesis, Université de Montpellier II, France (1997).
[13] ’The shearing resistance of saturated soils and the angle between the planes of shear’, Proc. 1st Int. Conf. on Soil Mech. and Found. Engr., Harvard University, Vol. I, 1936, pp. 54-56.
[14] and , Introduction à la physique des Roches, Hermann Science and Arts Publishers, 1992.
[15] and , Cours pratique de mécanique des sols, Editions Dunod, Paris, 1975.
This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. In some cases that data have been complemented/enhanced by data from zbMATH Open. This attempts to reflect the references listed in the original paper as accurately as possible without claiming completeness or a perfect matching.