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 2 of 2.
Ravi Kumar said:
8 years ago
Clay soil is correct. I agree.
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.
Samyka said:
1 decade ago
Why liquid limit exists only in clay soils?
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