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
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5. A sample of soil is 5 cm high and 8 cm in diameter. It was tested in a constant head permeameter.
Water percolates through the soil under a constant head of 45 cm for 8 min. The water collected and
weighed. Its weight was recorded as 500 gm. On oven drying the sample of soil, the weight was
recorded as 450 gm. If G is 2.65 calculate,
Coefficient of permeability.
(ii) Seepage velocity of water when the water was under operation.
Transcribed Image Text:5. A sample of soil is 5 cm high and 8 cm in diameter. It was tested in a constant head permeameter. Water percolates through the soil under a constant head of 45 cm for 8 min. The water collected and weighed. Its weight was recorded as 500 gm. On oven drying the sample of soil, the weight was recorded as 450 gm. If G is 2.65 calculate, Coefficient of permeability. (ii) Seepage velocity of water when the water was under operation.
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