Which of the following statements is/are true? A. The proportioning of a footing is more often governed by its bearing capacity. B. Friction piles are also called ‘floating piles’.
Try it first: pick an option, then read the explanation.
Asked in SSC JE 03/03/2017 (Evening)
Detailed Explanation
The question checks two separate facts — one about sizing footings and one about pile names.
Why “Both A and B” Is Correct
A is true: the plan area of a footing is found by dividing the load by the allowable bearing pressure, so its proportions are governed mainly by bearing capacity (with settlement checked).
B is true: a friction pile does not reach a hard stratum; it ‘floats’ in the soil and carries load by skin friction. That is why it is also called a floating pile.
| Pile type | How it works / where it is used |
|---|---|
| End-bearing (point-bearing) pile | Passes through soft soil and rests on a hard stratum; carries load at its tip like a column |
| Friction (floating) pile | No hard stratum within reach; carries load by skin friction along its length |
| Compaction pile | Driven into loose sand to densify it and raise its bearing capacity; not meant to carry load itself |
| Tension (uplift) pile | Resists uplift, e.g. under towers, basements below the water table |
| Batter pile | Driven at an angle to resist inclined or horizontal loads |
| Sheet pile | Forms a wall to retain soil or water; not for vertical load |
Why the Other Options Are Wrong
- A. Only A: B is also true.
- B. Only B: A is also true.
- D. Neither A nor B: Both statements are true.
Key Point
Footing area = load ÷ allowable bearing pressure. Friction pile = floating pile.
Key Concepts for Students
- Friction pile groups in clay have efficiency less than 1.
- Footing depth is fixed by shear and bending in the concrete, not by bearing.
- Floating piles can settle more than end-bearing piles.
Practice more: this is question 41 in Shallow and Deep Foundation MCQs – Part 3. Try the whole set and check every answer instantly.