4. For a variable head permeability test, the following are given: Length of soil specimen 200 mm Area of soil specimen 1000 mm2 Area of standpipe 40 mm? Head difference at time t = 0 500 mm Head difference at time t = 3 min 300 mm Continuous supply 500 mm 300 mm -Area of stand pipe = 40 mm2 L-200 mm -Porous plate Area of sod sámple = 1000 mm? a. Compute the hydraulic conductivity of the soil in cm/sec. b. Compute the seepage velocity if the porosity of soil is 0.25. c. What was the head difference at time, t = 100 sec.
4. For a variable head permeability test, the following are given: Length of soil specimen 200 mm Area of soil specimen 1000 mm2 Area of standpipe 40 mm? Head difference at time t = 0 500 mm Head difference at time t = 3 min 300 mm Continuous supply 500 mm 300 mm -Area of stand pipe = 40 mm2 L-200 mm -Porous plate Area of sod sámple = 1000 mm? a. Compute the hydraulic conductivity of the soil in cm/sec. b. Compute the seepage velocity if the porosity of soil is 0.25. c. What was the head difference at time, t = 100 sec.
Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter12: Shear Strength Of Soil
Section: Chapter Questions
Problem 12.23P
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