A sample of the soil was taken for oedometer test and the initial thickness of the sample was 19 mm for a stress increment of 100 kPa, calculate coefficient of permeability(k), coefficient of compressibility (mv) and coefficient of consolidation (cv) from the data obtained as following: (hint: use the root time method).
A sample of the soil was taken for oedometer test and the initial thickness of the sample was 19 mm for a stress increment of 100 kPa, calculate coefficient of permeability(k), coefficient of compressibility (mv) and coefficient of consolidation (cv) from the data obtained as following: (hint: use the root time method).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A sample of the soil was taken for oedometer test and the initial thickness of the sample was 19 mm for a
stress increment of 100 kPa, calculate coefficient of permeability(k), coefficient of compressibility (mv) and
coefficient of consolidation (cv) from the data obtained as following: (hint: use the root time method).
Thank you

Transcribed Image Text:Vt
(Vmin.) (mm)
0.00
0.55
0.70
0.83
0.95
1.10
1.24
1.45
1.58
1.78
1.99
2.19
Specimen
compression
2.57
3.37
0.50
1.10
1.22
1.33
1.43
1.55
1.67
1.84
1.91
2.00
2.06
2.09
2.14
2.21
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