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 ▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬
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
Publisher:Braja M. Das
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
Problem 2.11P
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Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c3c97e3-7714-470d-af8b-fa747470f1d9%2Fec2eb5be-d9f9-4659-b8a6-50be86069c7d%2Fclz6zlt_processed.jpeg&w=3840&q=75)
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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