A sample coarse grained soil is 60mm. In diameter and 150mm long was tested in a constant-head apparatus. The saturated soil sample was prepared at a moisture content 40%, specific gravity =2.61. The total head was kept constant at 250mm and the amount of water is collected in 4 sec. was 50cm^3. The test temperature was 30°C a.) Compute the temperature correction factor. _________ b.) Compute the corrected coefficient of permeability in cm/sec _________ c.) Compute the interstitial velocity in cm/s _________
A sample coarse grained soil is 60mm. In diameter and 150mm long was tested in a constant-head apparatus. The saturated soil sample was prepared at a moisture content 40%, specific gravity =2.61. The total head was kept constant at 250mm and the amount of water is collected in 4 sec. was 50cm^3. The test temperature was 30°C a.) Compute the temperature correction factor. _________ b.) Compute the corrected coefficient of permeability in cm/sec _________ c.) Compute the interstitial velocity in cm/s _________
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A sample coarse grained soil is 60mm. In diameter and 150mm long was tested in a constant-head apparatus. The saturated soil sample was prepared at a moisture content 40%, specific gravity =2.61. The total head was kept constant at 250mm and the amount of water is collected in 4 sec. was 50cm^3. The test temperature was 30°C
a.) Compute the temperature correction factor. _________
b.) Compute the corrected coefficient of permeability in cm/sec _________
c.) Compute the interstitial velocity in cm/s _________
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