engineering recuitment UPSSSC JE Civil 2024 Mock Test Soil Mechanics and Foundation Engineering Consolidation
The correct match between the physical states of the soils given in Group I and the governing conditions given in Group II is
|
Group I |
Gourp II |
||
|
1. |
Normally consolidated soil |
P. |
Sensitivity > 16 |
|
2. |
Quick clay |
Q. |
Dilation angle = 0 |
|
3. |
Sand in critical state |
R. |
Liquid limit > 50 |
|
4. |
Clay of high plasticity |
S. |
Over consolidation ratio = 1 |
1
1 - S, 2 - P, 3 - Q, 4 - R
2
1 - Q, 2 - S, 3 - P, 4 - R
3
1 - Q, 2 - P, 3 - R, 4 - S
4
1 - S, 2 - Q, 3 - P, 4 - R