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PERMEABILITY TEST

PERMEABILITY TEST1. ObjectiveThe rate of flow of water, under laminar flow conditions, through a unit cross sectional are of soil mass,under unit hydraulic gradient, is defined as coefficient of PERMEABILITY . PERMEABILITY of the soil governsthe magnitude of excess pore water pressure built-up in the embankment or cuttings, duringconsolidation process or when the embankment is ponded by water. The excess pore water pressure in-turn significantly influences the stability of the embankments and indicate the need, or otherwise, ofneed for special measures ( sandwich construction) to prevent/quickly dissipate excess pore waterpressure. Coefficient of PERMEABILITY is used to assess drainage characteristics of soil, rate ofconsolidation and to predict rate of settlement of soil bed.

25 mm in diameter for 10.00 mm maximum size particles, and 13 mm in diameter for 2.00 mm maximum size particles. The length of the spout should be greater than the full length of the permeability chamber at least by 160 mm. Dimensions of Permeameter Mould Max. Particle Size between IS Sieve Openings (mm) Min. Cylinder Diameter (mm) Not more ...

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