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

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<strong>Geotextiles</strong> <strong>in</strong> <strong>Embankment</strong> <strong><strong>Dam</strong>s</strong>embankment dams and foundation, except for the specific process referred to as“backward erosion pip<strong>in</strong>g.” The term “<strong>in</strong>ternal erosion” is used <strong>in</strong> this document <strong>in</strong>place <strong>of</strong> a variety <strong>of</strong> terms that have been used to describe various erosionalprocesses, such as scour, suffusion, concentrated leak pip<strong>in</strong>g, and others.Internal Friction (shear resistance) (FL -2 ) (Frobel, 1987): The portion <strong>of</strong> theshear<strong>in</strong>g strength <strong>of</strong> a soil or rock <strong>in</strong>dicated by the terms p tan φ <strong>in</strong> Coulomb’sequation s = c + p tan φ. It is usually considered to be due to the <strong>in</strong>terlock<strong>in</strong>g <strong>of</strong> thesoil or rock gra<strong>in</strong>s and the resistance to slid<strong>in</strong>g between the gra<strong>in</strong>s.Isotropic Material (ASTM D 653, 2005): A material whose properties do not varywith direction.Laboratory sample (ASTM D-4439, 2004): n – a portion <strong>of</strong> material taken torepresent the lot sample or the orig<strong>in</strong>al material, and used <strong>in</strong> the laboratory as asource <strong>of</strong> test specimens.Lam<strong>in</strong>ar flow (ASTM D-4439, 2004): n – flow <strong>in</strong> which the head loss isproportional to the first power <strong>of</strong> the velocity.Lam<strong>in</strong>ate (Frobel, 1987): A produce made by bond<strong>in</strong>g together two or morelayers <strong>of</strong> material or materials.Leakage (FEMA, 2004): Uncontrolled loss <strong>of</strong> water by flow through a hole orcrack.L<strong>in</strong><strong>in</strong>g (FEMA, 2004): With reference to a canal, tunnel, shaft, or reservoir, acoat<strong>in</strong>g <strong>of</strong> asphaltic concrete, re<strong>in</strong>forced or unre<strong>in</strong>forced concrete, shotcrete, rubberor plastic to provide watertightness, prevent erosion, reduce friction, or support theperiphery <strong>of</strong> the outlet pipe conduit.Lot (ASTM D-4439, 2004): n – a unit <strong>of</strong> production, or a group <strong>of</strong> other units orpackages, taken for sampl<strong>in</strong>g or statistical exam<strong>in</strong>ation, separable from other similarunits.Lot sample (ASTM D-4439, 2004): n – one or more shipp<strong>in</strong>g units taken atrandom to represent an acceptance sampl<strong>in</strong>g lot and used as a source <strong>of</strong> laboratorysamples.Mach<strong>in</strong>e direction (ASTM D-4439, 2004): n – the direction <strong>in</strong> the plane <strong>of</strong> thefabric parallel to the direction <strong>of</strong> manufacture.Mastic: A permanently flexible waterpro<strong>of</strong><strong>in</strong>g material used for seal<strong>in</strong>g watervulnerablejo<strong>in</strong>ts.168

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