A sand sample of 35 m² cross sectional area and 20 cm long was tested in a constant head permeameter. Under a head of 60 km, the discharge was 120 ml in 6 min. The dry unit weight of sand used for the test was 1120 g. and GS = 2.68 Take Sw = 1 g/ cm³ The hydraulic conductivity (in cm/sec) is 10-3 x ▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
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Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.11P
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D. Law,

← Darcy' Law
A sand sample of 35 m² cross sectional
area and 20 cm long was tested in a
constant head permeameter. Under a head
of 60 km, the discharge was 120 ml in 6 min.
The dry unit weight of sand used for the test
was 1120 g. and GS = 2.68 Take Sw = 1 g/
cm³
The hydraulic conductivity (in cm/sec) is
× 10-³
X
Transcribed Image Text:← Darcy' Law A sand sample of 35 m² cross sectional area and 20 cm long was tested in a constant head permeameter. Under a head of 60 km, the discharge was 120 ml in 6 min. The dry unit weight of sand used for the test was 1120 g. and GS = 2.68 Take Sw = 1 g/ cm³ The hydraulic conductivity (in cm/sec) is × 10-³ X
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