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Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 5 (Q.No. 13)
Soil Mechanics and Foundation Engineering
13.
A direct shear test possesses the following disadvantage:
A relatively thin thickness of sample permits quick drainage
A relatively thin thickness of sample permits quick dissipation of pore pressure developed during the test
As the test progresses the area under shear, gradually changes
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
1 comments Page 1 of 1.
Indhu said:   8 years ago
Option A and B are its advantages.
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