The results of a laboratory consolidation test on a clay sample are given below Pressure, p (kN/m²) Void ratio, e 23.94 1.112 47.88 1.105 95.76 1.080 191.52 0.985 383.04 0.850
The results of a laboratory consolidation test on a clay sample are given below Pressure, p (kN/m²) Void ratio, e 23.94 1.112 47.88 1.105 95.76 1.080 191.52 0.985 383.04 0.850
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter9: Consolidation
Section: Chapter Questions
Problem 9.3P
Related questions
Question
![The results of a laboratory consolidation test on a clay sample are given below:
Pressure, p
(kN/m²)
Void ratio, e
23.94
1.112
47.88
1.105
95.76
1.080
191.52
0.985
383.04
0.850
766.08
0.731
(43) a) Draw an e-log p plot.
(44) b) Determine the pre-consolidation pressure, p. .
(45) c) Find the compression index, Ce.
Appendix
For ø=35°, N¸=57.8, N,=41.4, and N,=41.1.
o,'=0;'tan²| 45°+
+2c tan| 45°+](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fca9fae2d-ac76-4cbf-b8f5-b3ad2aa9a87d%2F65f5745a-c61d-4bf6-b60c-ea1d09f20405%2Fvqermvq_processed.png&w=3840&q=75)
Transcribed Image Text:The results of a laboratory consolidation test on a clay sample are given below:
Pressure, p
(kN/m²)
Void ratio, e
23.94
1.112
47.88
1.105
95.76
1.080
191.52
0.985
383.04
0.850
766.08
0.731
(43) a) Draw an e-log p plot.
(44) b) Determine the pre-consolidation pressure, p. .
(45) c) Find the compression index, Ce.
Appendix
For ø=35°, N¸=57.8, N,=41.4, and N,=41.1.
o,'=0;'tan²| 45°+
+2c tan| 45°+
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