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Extra resources for Aircraft Performance & Design
The critical hydraulic gradient that takes place at the contact between the clay and the sand is expressed according to the length L of the upstream–downstream flow (m), of the geometrical or intrinsic permeability of the sand K (m2) and of the significant diameter of the poorly graded sand (d70) according to the progression of the length of the pipe l (m). The pipe progresses very slowly according to floods and it increases suddenly when its length surpasses a third of the dike for loose sands, or half of the base of the dike on a dense sand.
Therefore, its study is a complex matter as the phenomenon of suffusion depends on numerous geometrical, hydraulic, mineralogical, and physicochemical parameters, all in connection with solids and fluids. The complexity of the mechanisms and phenomena at stake may cause discrepancies in the interpretation of the results of the same study [SKE 94, MON 98]. Besides, suffusion is governed by the principles of soil mechanics as well as by hydraulic principles. Chapter written by Didier MAROT and Ahmed BENAMAR.
Boulance, érosion interne, renard: les instabilités sous écoulement”, Revue française de Géotechnique, vol. 82, pp. 3–10, 1998. , “Hydraulische Sicherheit von Staudämmen”, Institut für Wasserbau und Wassermengenwirtschaft, Technische Universität München, Bericht Nr. 61. 1989. , Confrontation et analyse d’érodimètres et caractérisation de la sensibilité à l’érosion d’interface, Doctoral Thesis, University of Nantes, 2009. , McGraw-Hill, New York, 1987. , On the mechanism of piping under impervious structures, PhD Thesis, Delft University of Technology, LGM-Mededelingen, no.