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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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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