A sample of coarse sand is tested in a constant head permeameter. The sample is 20 cm. high and has a diameter of 8 cm. Water flows through the soil under a constant head of Im for 15 minutes. The mass of discharged water was found to be 1.2 kg. Determine the coefficient of permeability of the soil.
A sample of coarse sand is tested in a constant head permeameter. The sample is 20 cm. high and has a diameter of 8 cm. Water flows through the soil under a constant head of Im for 15 minutes. The mass of discharged water was found to be 1.2 kg. Determine the coefficient of permeability of the soil.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
Section: Chapter Questions
Problem 7.17P
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