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Determine the coefficient of permeability of the soil. For a falling- head permeability test, the following are given: For a falling- head permeability test, the following Length of the specimen = 115.5 mm %3D Diameter of soil specimen 104.7 mm Diameter of the stand pipe =15 mm Head difference at timet30 is 1360 mm Head difference at timet378600 sec is 820 mm

Determine the coefficient of permeability of the soil. For a falling- head permeability test, the following are given: For a falling- head permeability test, the following Length of the specimen = 115.5 mm %3D Diameter of soil specimen 104.7 mm Diameter of the stand pipe =15 mm Head difference at timet30 is 1360 mm Head difference at timet378600 sec is 820 mm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the coefficient of permeability of the soil. For a falling- head permeability test, the following are given: Length of the specimen = 115.5 mm %3D Diameter of soil specimen = 104.7 mm %3D Diameter of the stand pipe = 15 mm Head difference at timet=0 is 1360 mm Head difference at time t=78600 sec is 820 mm
Transcribed Image Text:Determine the coefficient of permeability of the soil. For a falling- head permeability test, the following are given: Length of the specimen = 115.5 mm %3D Diameter of soil specimen = 104.7 mm %3D Diameter of the stand pipe = 15 mm Head difference at timet=0 is 1360 mm Head difference at time t=78600 sec is 820 mm
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