The following are the results of a consolidation test on a sample of a clayey soil. • Plot the e-log o curve. • Determine the pre-consolidation pressure. • Calculate the compression index, C, and the ratio of Cs /Ce. Pressure, o' (kN/m2) 1.113 25 1.106 50 1.066 100 0.982 200 0.855 400 0.735 800 0.63 1600 0.66 800 0.675 400 0.685 200
The following are the results of a consolidation test on a sample of a clayey soil. • Plot the e-log o curve. • Determine the pre-consolidation pressure. • Calculate the compression index, C, and the ratio of Cs /Ce. Pressure, o' (kN/m2) 1.113 25 1.106 50 1.066 100 0.982 200 0.855 400 0.735 800 0.63 1600 0.66 800 0.675 400 0.685 200
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:The following are the results of a consolidation test on a sample of a clayey soil.
• Plot the e-log o curve.
• Determine the pre-consolidation pressure.
• Calculate the compression index, Ce and the ratio of C; /Ce.
Pressure, o'
(kN/m?)
1.113
25
1.106
50
1.066
100
0.982
200
0.855
400
0.735
800
0.63
1600
0.66
800
0.675
400
0.685
200
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