The data from a falling head test as shown in the figure: Diameter of standpipe ..... Initial head ... Final head ... Duration of test. Length of soil sample Diameter of pemeameter is 40 cm. 6 mm 92 cm. 85 cm. 12 min. 30 cm.

Structural Analysis
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Chapter2: Loads On Structures
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21% 1 8:19
M
f Document 17.pdf
The data from à falling head test as shown in
the figure:
Diameter of standpipe
Initial head
Final head
Duration of test.
Length of soil sample....
Diameter of permeameter is 40 cm.
6 mm
92 cm.
85 cm.
12 min.
30 cm.
Determine the coefficient of permeability
in cm/min. at 20°C.
Determine the hydraulic gradient.
Determine the rate of flow of water in the
soil.
O Compute the seepage velocity if the
porosity of the soil is 0.25.
Determine the coefficient of permeability it
the temp. during measurement was 22°C.
(3)
Transcribed Image Text:21% 1 8:19 M f Document 17.pdf The data from à falling head test as shown in the figure: Diameter of standpipe Initial head Final head Duration of test. Length of soil sample.... Diameter of permeameter is 40 cm. 6 mm 92 cm. 85 cm. 12 min. 30 cm. Determine the coefficient of permeability in cm/min. at 20°C. Determine the hydraulic gradient. Determine the rate of flow of water in the soil. O Compute the seepage velocity if the porosity of the soil is 0.25. Determine the coefficient of permeability it the temp. during measurement was 22°C. (3)
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