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.
Sufyan said:
7 years ago
Atterberg limit is the use for cohesive soil only and clay is cohesive.
Anu said:
7 years ago
If atterberg limits is for fine grained soils. Then why not silty soils?
Shahjada said:
7 years ago
Sand and gravel are non-cohesive.
Ashwini said:
6 years ago
What about silty soil?
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