Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 4 (Q.No. 35)
35.
The shear strength in plastic undrained clay, is due to
Discussion:
2 comments Page 1 of 1.
Mahesh said:
8 years ago
It is for undrained clay so option C is correct.
(1)
Jack said:
9 years ago
All the given options are correct, so it should be all of the above.
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