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Question

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

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

Providing plinth protection and proper compaction

In Soil Mechanics and Foundation Engineering, managing settlement due to subsoil moisture movement is crucial for maintaining structural integrity. Settlement can cause severe problems for structures over time. One effective technique to mitigate this issue is providing plinth protection and ensuring proper compaction. Let's analyze the options:

  1. Increasing the height of the masonry wall structure: This option focuses on structural change without addressing subsoil moisture movement. It doesn't prevent differential settlement induced by changes in moisture content.
  2. Providing plinth protection and proper compaction: Plinth protection acts as a barrier reducing water infiltration near the foundation. Proper compaction of soil increases its density, reducing voids, and leading to better resistance against moisture-induced movement. This directly addresses the cause of settlement, making it the correct solution.
  3. Adding additional reinforcement within the foundation system: While reinforcement strengthens a structure, it doesn't prevent settlement caused by subsoil moisture. It merely provides additional stability to withstand loads, not moisture changes.
  4. Reducing the thickness of the foundation wall structure: Reducing thickness can weaken a structure and does not relate to controlling moisture movement in subsoil, potentially aggravating settlement issues.

Therefore, the most effective way to limit settlement due to subsoil moisture movement is by providing plinth protection and proper compaction, ensuring a stable and moisture-protected foundation.

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Similar Questions

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


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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