For a falling head permeability test, the following are given. Length of specimen is 380 mm, are of specimen 6.5 cm², hydraulic conductivity of soil specimen is 0.175 cm/min. a. What should be the area of the stand pipe for the head to drop from 650 cm to 300 cm in 8 min? the the interstitial velocity under the test condition if the soil specimen has a void ratio of 0.50 in cm/sec. b. Compute the head difference at time equal to 6 min. c. Compute
For a falling head permeability test, the following are given. Length of specimen is 380 mm, are of specimen 6.5 cm², hydraulic conductivity of soil specimen is 0.175 cm/min. a. What should be the area of the stand pipe for the head to drop from 650 cm to 300 cm in 8 min? the the interstitial velocity under the test condition if the soil specimen has a void ratio of 0.50 in cm/sec. b. Compute the head difference at time equal to 6 min. c. Compute
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:2.
For a falling head permeability test, the following are
given. Length of specimen is 380 mm, are of specimen =
6.5 cm², hydraulic conductivity of soil specimen is 0.175
cm/min.
a. What should be the area of
the stand pipe for the head
to drop from 650 cm to 300
cm in 8 min?
b. Compute
the
the
interstitial
velocity under the test
condition
if the
soil
specimen has a void ratio of
0.50 in cm/sec.
the head
difference at time equal to 6
min.
c. Compute
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