schematic of a constant head permeability test is shown below. The measured essures at points A and B are 5 kPa and 3 kPa, respectively. A volume change rette attached to the apparatus measures a flow volume of 36.2 cm over a time terval of 15 minutes. a. Compute the permeability of the soil specimen in cm/sec. b. Compute the discharge velocity of the water through the specimen. c. In the specimen has a void ratio e= 0.5, compute the seepage velocity of the water through the specimen. Soil 8 cm 15 cm 3 cm Dia. A

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A schematic of a constant head permeability test is shown below. The measured
pressures at points A and B are 5 kPa and 3 kPa, respectively. A volume change
burette attached to the apparatus measures a flow volume of 36.2 cm³ over a time
interval of 15 minutes.
a. Compute the permeability of the soil specimen in cm/sec.
b. Compute the discharge velocity of the water through the specimen.
c. In the specimen has a void ratio e= 0.5, compute the seepage velocity of
the water through the specimen.
в
Soil
8 cm
15 сm
3 cm Dia.
A =
Transcribed Image Text:A schematic of a constant head permeability test is shown below. The measured pressures at points A and B are 5 kPa and 3 kPa, respectively. A volume change burette attached to the apparatus measures a flow volume of 36.2 cm³ over a time interval of 15 minutes. a. Compute the permeability of the soil specimen in cm/sec. b. Compute the discharge velocity of the water through the specimen. c. In the specimen has a void ratio e= 0.5, compute the seepage velocity of the water through the specimen. в Soil 8 cm 15 сm 3 cm Dia. A =
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