A falling head permeability test was carried out on a 15 cm long sample of silty clay. The diameter of the sample and the standpipe were 9.8 cm and 0.75 cm, respectively. The water level in the standpipe was observed to fall from 60 cm to 45 cm in 12 minutes. Calculate: a. The hydraulic conductivity k of the soil sample. b. Height of water level in the stand pipe after another 20 minutes. c. Time required for the water level to drop to 10 cm

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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A falling head permeability test was carried out on a 15 cm long sample of silty clay. The diameter of the
sample and the standpipe were 9.8 cm and 0.75 cm, respectively. The water level in the standpipe was
observed to fall from 60 cm to 45 cm in 12 minutes. Calculate: a. The hydraulic conductivity k of the soil
sample. b. Height of water level in the stand pipe after another 20 minutes. c. Time required for the water
level to drop to 10 cm
Transcribed Image Text:A falling head permeability test was carried out on a 15 cm long sample of silty clay. The diameter of the sample and the standpipe were 9.8 cm and 0.75 cm, respectively. The water level in the standpipe was observed to fall from 60 cm to 45 cm in 12 minutes. Calculate: a. The hydraulic conductivity k of the soil sample. b. Height of water level in the stand pipe after another 20 minutes. c. Time required for the water level to drop to 10 cm
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