- Soil Mechanics and Foundation Engineering - Section 1
- Soil Mechanics and Foundation Engineering - Section 2
- Soil Mechanics and Foundation Engineering - Section 3
- Soil Mechanics and Foundation Engineering - Section 4
- Soil Mechanics and Foundation Engineering - Section 5
- Soil Mechanics and Foundation Engineering - Section 6


Soil Mechanics and Foundation Engineering - Engineering
Q1: The liquid limit and plastic limit exist inA
sandy soils
B
silty soils
C
gravel soils
D
clay soils.
ANS:D - clay soils. If liquid limit could be found clearly then density index of fine-grained soil should be defined Which is not practically possible. Because exist liquid state the soils are more liquid. And then saturated position so clay is the correct answer. |


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