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Description / Abstract:
This method describes a procedure for the determination of the
permeability of water through granular (cohesionless) soils in a
steady-state condition.
The determination of the coefficient of permeability, k, as
defined in this method, was developed under the assumptions of the
validity of Darcy's Law, which states that the coefficient of
permeability is the ratio of the flow rate to the hydraulic
gradient.
This test procedure is intended for use with disturbed granular
soils containing less than 10 percent by mass of the material
passing the 75-μm (No. 200) sieve. Soil materials with significant
amounts of material smaller than the 75-μm (No. 200) sieve are
subject to consolidation effects that may influence the outcome of
the test results. Permeability of fine-grained and cohesive soils
should be performed by use of a flexible wall permeameter test
procedure, such as ASTM D 5084.
Two methods of test, Method A and Method B, are provided. The
method used is dependent upon the permeameter used to complete
testing.