In a liquid limit test on a fine-grained soil, using the Casagrande apparatus, the following results were recorded:
Test # | 1 | 2 | 3 | 4 |
Number of blows | 50 | 36 | 24 | 15 |
Container number | J11 | F12 | C20 | C2 |
Wet soil + container | 90 | 92 | 91 | 91 |
Dry soil + container | 79 | 82 | 83 | 87 |
Container mass | 82.00 | 81.00 | 83.00 | 82.00 |
dry soil | ||||
moisture loss | ||||
Moisture content, w% |
If the plastic limit on the same soil was found to be 25%, determine the liquid limit and plasticity index of the soil.
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In a liquid limit test on a fine-grained soil, using the Casagrande apparatus, the following results were recorded: Test # 1 2 3 4 Number of blows 50 36 24 15 Container number J11 F12 C20 C2 Wet soil + container 90 92 91 91 Dry soil +
Soils Mechanics Assignment 3 1. In a liquid limit test on a fine-grained soil, using the Casagrande apparatus, the following results were recorded: Test # 2 Number of blows 40 30 23 Container number c19 c10 c20 Wet soil + container 93.49 92.5 92.3 87.5 Dry soil + container 90.76 90.53 89.36 85.95 Container mass 84.16 86.1 83.12 82.79 dry soil moisture loss Moisture content, w% If the plastic limit on the same soil was found to be 25% determine...