This problem is taken from Budhu's Soil Mechanics and Foundations, 3rd ed. There is no solution to this problem available on Chegg.
By consolidation test on a 20-mm-thick sample of soil shows that 90% consolidation occurs in 30 minutes. Plot a settlement (degree of consolidation)-time curve for a 10-m layer of this clay in the field for (a) single drainage; and (b) double drainage. Just one plot would be great. Thanks in advance.
Assuming single drainage conditions.
Table for curve:
time (t) (in min) | Consolidation (U) |
0 | 0 |
100000 | 0.119983332 |
200000 | 0.169682056 |
300000 | 0.207817227 |
400000 | 0.239966664 |
500000 | 0.268290887 |
600000 | 0.293897941 |
700000 | 0.317446058 |
800000 | 0.339364111 |
900000 | 0.359949997 |
1000000 | 0.379420611 |
1100000 | 0.397939694 |
1200000 | 0.415634455 |
1300000 | 0.432606056 |
1400000 | 0.448936521 |
1500000 | 0.464693447 |
1600000 | 0.479933329 |
1700000 | 0.494703952 |
1800000 | 0.509046167 |
1900000 | 0.52299522 |
2000000 | 0.536581774 |
2100000 | 0.549832702 |
2200000 | 0.562771712 |
2300000 | 0.575419847 |
2400000 | 0.587795883 |
2500000 | 0.599916661 |
2600000 | 0.693078 |
2700000 | 0.7009 |
2800000 | 0.70865 |
2900000 | 0.716138 |
3000000 | 0.7234 |
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