A falling head hydraulic conductivity test is performed on a sample of soil. The following values are given: • Length of specimen = 8 in. • Area of soil specimen = 1.6 in^2 • Area of standpipe = 0.06 in^2 • Head difference at time t=0 = 20 in • Head difference at time t=180 sec = 12 in a. Find the coefficient of permeability of soil b. Compute the rate of flow of water in the soil

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A falling head hydraulic conductivity test is
performed on a sample of soil. The following
values are given:
Length of specimen = 8 in.
• Area of soil specimen = 1.6 in^2
• Area of standpipe = 0.06 in^2
• Head difference at time t=0 = 20 in
%3D
• Head difference at time t=180 sec = 12 in
a. Find the coefficient of permeability of soil
b. Compute the rate of flow of water in the soil
Transcribed Image Text:A falling head hydraulic conductivity test is performed on a sample of soil. The following values are given: Length of specimen = 8 in. • Area of soil specimen = 1.6 in^2 • Area of standpipe = 0.06 in^2 • Head difference at time t=0 = 20 in %3D • Head difference at time t=180 sec = 12 in a. Find the coefficient of permeability of soil b. Compute the rate of flow of water in the soil
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