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This testing method can be applied to an undisturbed sample, compacted sample or prepared sample in the laboratory by placing it inside the permeameter cell.
Typology: Lecture notes
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Soil lab. / Lecturer: Raghad Mohammed Kudadad
Falling Head Test
Purpose: The falling head permeability test (variable head test) is a common laboratory testing method performed to determine the permeability of fine grained soils with medium and low permeability such as silts and clays. In this test a relatively short sample is connected to a standpipe which provides both the head of water and measurement of water quantity flowing through the sample.
Apparatus:
Soil lab. / Lecturer: Raghad Mohammed Kudadad
Specimen preparation: This testing method can be applied to an undisturbed sample, compacted sample or prepared sample in the laboratory by placing it inside the permeameter cell.
Before placing the soil sample in the permeameter, measure the inside diameter (D) and height (L) of the permeameter cell. Place porous stone or filter paper in the bottom of the cell, then put the soil sample. Add a filter paper on the top of the soil sample and assembly the top part of the permeameter device.
Saturate the soil sample by flowing water through it. It is important that the sample be fully saturated; otherwise, the falling head test will give erroneous results. Then apply a vacuum or remove any entrapped air within the sample.
Test procedure:
Soil lab. / Lecturer: Raghad Mohammed Kudadad
Falling Head Test (Data Sheet)
Date tested:
Specimen diameter, D = 10.2 cm.
Specimen height, L = 11.6 cm.
Specimen area, A =81.1 (cm)^3.
Water Temp., T = 21 oC.
Standpipe area, a = Vol./h = Q/(h1-h2).
Test No. h1 (cm) h2 (cm) Test (s)^ time^ Q out (cm) (^3) (cm/s)^ k T (cm/s)^ k^20 1 51.1 24.3 54.1 45. 2 51.1 24.3 54. 3 51.1 24.3 54. average
Calculate the coefficient of permeability, k 20 =----------------- cm/s.