Question
In a cone penetration test on a fine-grained soil sample, the following results were recorded. Test No. 1 2 3 4 Cone Penetration (mm) 11.76
In a cone penetration test on a fine-grained soil sample, the following results were recorded.
| Test No. | 1 | 2 | 3 | 4 |
|---|---|---|---|---|
| Cone Penetration (mm) | 11.76 | 14.75 | 17.96 | 22.77 |
| Mass of Container (g) | 10.07 | 9.91 | 9.93 | 10.06 |
| Mass of Container and Wet Soil (g) | 24.22 | 25.46 | 25.14 | 25.00 |
| Mass of Conatainer and Dry Soil (g) | 23.58 | 22.41 | 21.71 | 20.25 |
| Moisture Content (%) |
Assuming the plastic limit was 13.4 % and the natural moisture content of 29.5 %.
- Determine the moisture content for Test No. 1.
- Determine the moisture content for Test No. 2
- Determine the moisture content for Test No. 3.
- Determine the moisture content for Test No. 4
- Determine the liquid limit of the soil sample.
- Determine the plasticity index of the soil sample
- Determine the liquidity index of the soil sample.
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Probability And Statistics
Authors: Morris H. DeGroot, Mark J. Schervish
4th Edition
9579701075, 321500466, 978-0176861117, 176861114, 978-0134995472, 978-0321500465
