PROBLEM C For a falling head laboratory test, the following are the given values: • Length of soil specimen 210.00 mm Initial head 523.00 mm Final head 297.00 mm Duration of test 3.50 mins Area of standpipe 42.0 sq.mm 1050.00 sq.mem Area of specimen A. Compute for the hydraulic conductivity of the soil in cm/sec. B. Determine the seepage velocity if n=0.35 c. Determine the head difference att = 120 sec

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Braja M. Das, Khaled Sobhan
Chapter7: Permeability
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Problem 7.22P: Refer to Figure 7.24. The following data were collected during the field permeability measurement of...
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PROBLEM C
For a falling head laboratory test, the following are the given values:
• Length of soil specimen
210.00 mm
Initial head
523.00 mm
Final head
297.00 mm
=
Duration of test
3.50 mins
42.0 sq.mm
1050.00 sq.mm
Area of standpipe
Area of specimen
A. Compute for the hydraulic conductivity of the soil in cm/sec.
B. Determine the seepage velocity if n=0.35
C. Determine the head difference at t = 120 sec
Transcribed Image Text:PROBLEM C For a falling head laboratory test, the following are the given values: • Length of soil specimen 210.00 mm Initial head 523.00 mm Final head 297.00 mm = Duration of test 3.50 mins 42.0 sq.mm 1050.00 sq.mm Area of standpipe Area of specimen A. Compute for the hydraulic conductivity of the soil in cm/sec. B. Determine the seepage velocity if n=0.35 C. Determine the head difference at t = 120 sec
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