40 0.420 84 60 0.250 79 100 0.149 61 200 0.074 55 LL 61 PL 26 Determine its classification using USCS.
40 0.420 84 60 0.250 79 100 0.149 61 200 0.074 55 LL 61 PL 26 Determine its classification using USCS.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The results of the sieve analysis done on a soil are shown below
| Sieve No. | Diameter | Soil A |
| 4 | 4.760 | 100 |
| 6 | 2.380 | 98 |
| 10 | 2.000 | 91 |
| 20 | 0.840 | 85 |
| 40 | 0.420 | 84 |
| 60 | 0.250 | 79 |
| 100 | 0.149 | 61 |
| 200 | 0.074 | 55 |
| LL | 61 |
| PL | 26 |
Determine its classification using USCS.
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