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Question

Which layer of soil is compacted to increase its bearing strength and reduce settlement in construction work?

This question was previously asked in
RRB JE 2025 CBT 2 Mechanical and Allied Engg Question Paper English (2-Jul-2026) (Shift-1)
The correct answer is

Subgrade layer

The question involves understanding the role of different soil layers in construction and determining which layer is compacted to enhance bearing strength and minimize settlement. Let us analyze the options:

  1. Base layer: This layer rests directly on the subgrade. It provides additional support and distributes loads. However, it is not the primary layer compacted to enhance bearing capacity or reduce settlement.
  2. Surface layer: This is the topmost layer, exposed to the environment. It typically includes asphalt or concrete in road construction, primarily providing smoothness and durability.
  3. Subgrade layer: This is the bottommost layer that serves as the foundation for other layers in pavements and structures. Compaction of the subgrade is crucial as it enhances the soil's bearing capacity and helps in reducing settlement. Thus, this is the layer commonly compacted during construction to ensure stability.
  4. Topsoil layer: This is the uppermost layer of soil, rich in organic matter, typically not used in load-bearing as its properties are not suitable for structural support.

Based on the analysis, the subgrade layer is correctly identified as the layer compacted to increase its bearing strength and reduce settlement in construction work.

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Similar Questions

  1. What is an effective way to limit settlement due to subsoil moisture movement?


Important Questions from Compaction

  1. Which of the following type of roller is most suitable for proof rolling subgrades and for finishing operation of fills with clayey soils?

  2. Which of the following is true for compaction test on soil using light compaction under Indian standard compaction test?

  3. Sheep foot roller is mostly used for the compaction of which type of soil ?

  4. Weight of rammer recommended for standard proctor test and modified proctor test as per IS-2720 (part-7) and IS – 2720 (part – 8) is:

  5. Which of the following is NOT a factor that affects compaction?

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