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Question

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

The correct answer is

26 N rammer falls through a height of 310 mm

Indian Standard Light Compaction Test Explained

The compaction test is a fundamental procedure in soil mechanics used to determine the maximum dry density that a soil can achieve under a specific compactive effort and its corresponding optimum moisture content. Understanding these parameters is crucial for evaluating the suitability of soil for various engineering applications, such as foundations, embankments, and road construction. The Indian Standard (IS) code specifies different methods for light and heavy compaction.

Light Compaction Test Specifications (IS Code)

The light compaction test, specifically detailed in codes like IS 2720 Part VII, aims to simulate lighter compaction efforts typically encountered in shallow layers or less critical fills. The key components defining the light compaction effort are:

  • Rammer Details: A cylindrical rammer is used, weighing approximately $2.6$ kg (which corresponds to about $25.5$ N).
  • Drop Height: This rammer is dropped from a specified height of approximately $305$ mm (often represented as $310$ mm in practical options or discussions).
  • Mould Dimensions: Typically, a standard mould with a $1000$ cm$^3$ volume (e.g., $100$ mm diameter and $117$ mm height) is employed.
  • Compaction Process: The soil sample is placed in the mould in three layers. Each layer receives $27$ blows distributed uniformly over the surface, delivered by the specified rammer falling from the designated height.

Analysis of Options for Soil Compaction

To identify the correct specification for the Indian Standard light compaction test, we compare each option against the established parameters:

Option 1 Analysis

This option suggests a $12$ N rammer falling from a height of $150$ mm. The rammer weight ($12$ N ≈ $1.2$ kg) and the drop height ($150$ mm) do not align with the standard specifications for either light or heavy compaction under the Indian standard.

Option 2 Analysis

This option proposes a $48.9$ N rammer (approximately $5$ kg) dropped from a height of $310$ mm. While the drop height of $310$ mm is correct, the rammer weight of $48.9$ N ($5$ kg) is characteristic of the heavy compaction test, not the light compaction test.

Option 3 Analysis

Here, a $48.9$ N rammer is specified to fall from a height of $450$ mm. This combination of rammer weight ($48.9$ N) and drop height ($450$ mm) does not match the parameters defined for the light compaction test in the Indian standards. The drop height is also incorrect for the heavy compaction test.

Option 4 Analysis

This option describes a $26$ N rammer falling through a height of $310$ mm. The rammer weight of $26$ N is very close to the standard $2.6$ kg ($25.5$ N) rammer, and the drop height of $310$ mm is the standard height specified. This combination accurately reflects the conditions set for the Indian Standard light compaction test.

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

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

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

  5. With an increase in moisture content, the bulking of sand:

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