A sample of soil is 5 cm high and 8 cm in diameter. It was tested in a constant head permeam Water percolates through the soil under a constant head of 45 cm for 8 min. The water collected weighed. Its weight was recorded as 500 gm. On oven drying the sample of soil, the weight recorded as 450 gm. If G is 2.65 calculate, (i) Coefficient of permeability. (ii) Seepage velocity of water when the water was under operation.
A sample of soil is 5 cm high and 8 cm in diameter. It was tested in a constant head permeam Water percolates through the soil under a constant head of 45 cm for 8 min. The water collected weighed. Its weight was recorded as 500 gm. On oven drying the sample of soil, the weight recorded as 450 gm. If G is 2.65 calculate, (i) Coefficient of permeability. (ii) Seepage velocity of water when the water was under operation.
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.7P
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