Civil Engineering - RCC Structures Design - Discussion
Discussion Forum : RCC Structures Design - Section 4 (Q.No. 3)
3.
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as
Discussion:
3 comments Page 1 of 1.
Ashok Behera said:
5 years ago
Option A is correct.
Abc said:
8 years ago
Yes (A) is right.
We are using cutoff walls to prevent seepage, not for sliding control.
We are using cutoff walls to prevent seepage, not for sliding control.
Gubendhiran said:
8 years ago
When the FOS against Sliding become less than 1.5 we used to design the SHEAR KEY.
So answer A is correct.
So answer A is correct.
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