Civil Engineering - GATE Exam Questions - Discussion

Discussion Forum : GATE Exam Questions - Section 1 (Q.No. 6)
6.
The wall shown in the below figure has failed. The cause of failure or the error made in the design of the failded wall is :
deep slip surface failure
overturning
no proper drainage in the clay backfill
translational failure
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
33 comments Page 1 of 4.

Pawan Pinto said:   6 years ago
Lack of backfill filter media can cause more pressure. Boulder backing is also an important criterion in case of mass concrete sections. Since this is a gravity wall. Due to the heavy earth behind and high backfill height, Overturning can be considered.

Nireesha said:   8 years ago
How can you tell that it is only due to overturning?

In the given figure there are weep wholes so there is a defect in a vertical stem so this may be due to unfit conditions of backfill.

Venu said:   1 decade ago
The height of the retaining wall must equal to the surface of backfill soil otherwise maintain more thickness of wall can also reduces the failures.

Arun said:   8 years ago
Imbalance of the i.e weak in bearing capacity do cause overturning, backfill should be given precisely so as to be effective.

Antaryami said:   6 years ago
The CG of backfill will be just above the CG of retaining wall which tends to overturn it in an anticlockwise direction.
(6)

Murthy said:   1 decade ago
I think C is correct no proper drainage in the clay back fill, because need to provide filter median to drain water.

Irshad said:   1 decade ago
Obviously, wall would overturn if depth is more than base and the active and passive pressure will be unbalanced.

Danish khan said:   9 years ago
In rainy season the water comes through weep cracks due to this the whole pressure comes on the wall.

Ash said:   6 years ago
Weep holes are provided for drainage purpose, it is not a defect. Overturning is the correct answer.
(1)

Nawazish said:   1 decade ago
Failure of a retaining wall caused by the soil pressure overcoming the stability of the structure.


Post your comments here:

Your comments will be displayed after verification.