Geotechnical·MCQ explained

The type of pile foundation that is installed through soft strata to build a stable foundation for heavy structures, carrying the load by resistance at its base, is called:

Try it first: pick an option, then read the explanation.

Correct answer: B. end bearing piles

Asked in SSC JE 10/10/2023 (Evening)

Detailed Explanation

When the top soil is too soft for footings but a hard layer (rock, dense sand or gravel) exists at a reachable depth, piles are taken down to that layer.

Why “end bearing piles” Is Correct

Such a pile behaves like a column: the load travels down the shaft and is resisted mainly by the bearing resistance at its base on the firm stratum. This is an end-bearing (point-bearing) pile, and it is the usual choice for heavy structures on soft ground over a firm layer.

Pile typeHow it works / where it is used
End-bearing (point-bearing) pilePasses through soft soil and rests on a hard stratum; carries load at its tip like a column
Friction (floating) pileNo hard stratum within reach; carries load by skin friction along its length
Compaction pileDriven into loose sand to densify it and raise its bearing capacity; not meant to carry load itself
Tension (uplift) pileResists uplift, e.g. under towers, basements below the water table
Batter pileDriven at an angle to resist inclined or horizontal loads
Sheet pileForms a wall to retain soil or water; not for vertical load

Why the Other Options Are Wrong

  • A. tension piles: Tension piles resist uplift, not downward load.
  • C. friction piles: Friction piles rely on skin friction along the shaft, used when no firm stratum is within reach.
  • D. screw piles: Screw piles are a method of installation (screwed in), used mainly for light structures or anchorage.

Key Point

Firm stratum at reachable depth → end-bearing pile; no firm stratum → friction pile.

Key Concepts for Students

  • Load capacity of a pile = end bearing + skin friction.
  • Point-bearing piles on rock do not lose capacity in a group.
  • Negative skin friction can add load to end-bearing piles in settling fill.

Practice more: this is question 10 in Shallow and Deep Foundation MCQs – Part 1. Try the whole set and check every answer instantly.