Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 4 (Q.No. 29)
29.
In non-cohesive soil in passive state of plastic equilibrium
Discussion:
13 comments Page 1 of 2.
Holi said:
4 years ago
A & B are both right.
(3)
Goutam sarkar said:
7 years ago
According to me, A and B both are correct.
(2)
Garry said:
8 years ago
A and B both are correct.
(1)
Shivani said:
7 years ago
It should be A & B.
(1)
Dipunku said:
5 years ago
Both A and b are correct.
(1)
Roberto said:
9 months ago
Yes, A and B both are right.
(1)
Brijesh said:
8 years ago
Plese explain it.
Aamir said:
8 years ago
In passive earth pressure, two sets of failure planes are formed each inclined at an angle (45 ÷ 2) to the horizontal plane which is the direction of minor principle plane, as we know minor principle stress acts on minor principle plane so minor principle plane is in a vertical direction.
Epcet said:
8 years ago
Thanks @Aamir.
Anomi said:
8 years ago
Deposit variability:
Because of variations in soil types, gradations, particle arrangements, and dry density values, the effective friction angle is rarely uniform with depth. It takes considerable judgment and experience in selecting an effective friction angle.
Because of variations in soil types, gradations, particle arrangements, and dry density values, the effective friction angle is rarely uniform with depth. It takes considerable judgment and experience in selecting an effective friction angle.
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