Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 1 (Q.No. 35)
35.
The liquid limit and plastic limit exist in
Discussion:
14 comments Page 1 of 2.
Kamal said:
10 years ago
It just because that all index property of soils is for cohesive soils. So from above four options only clay is cohesive. So that is why answer is option (D) Clay.
Kamal said:
10 years ago
It just because all the index property of soil is for cohesive soils. So from above four option only clay is cohesive. That's why only clay is correct answer.
Daksh said:
7 years ago
If liquid limit could be found clearly then density index of fine-grained soil should be defined Which is not practically possible.
Devprakash said:
8 years ago
Because exist liquid state the soils are more liquid. And then saturated position so clay is the correct answer.
Harish said:
7 years ago
It just because that all index properties are valid for fine-grained soil.
Anu said:
7 years ago
If atterberg limits is for fine grained soils. Then why not silty soils?
Sufyan said:
7 years ago
Atterberg limit is the use for cohesive soil only and clay is cohesive.
Dinesh said:
5 years ago
I agree with you @Anu.
Is silt not cohesive? Please explain.
Is silt not cohesive? Please explain.
(1)
Rupesh said:
6 years ago
Clay is the right answer. Agree with the given answer.
(1)
Samyka said:
1 decade ago
Why liquid limit exists only in clay soils?
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