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Question

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

The correct answer is

Texture of soil

Soil Compaction Factors Explained

Soil compaction is a process where mechanical energy is applied to a soil to reduce its volume by removing air voids. Several factors influence the degree of compaction achieved.

Factors Affecting Compaction

The most significant factors affecting soil compaction typically include:

  • Method of compaction: Different compaction methods (like static rolling, vibrating, kneading) apply different types of energy and achieve varying degrees of compaction, especially depending on the soil type.
  • Water content: Water acts as a lubricant for soil particles. There is usually an optimum water content at which maximum dry density is achieved for a given compaction effort. Water content significantly impacts the effort required and the density attained.
  • Addition of admixtures: Adding substances like lime, cement, or fly ash can change the soil properties, including its plasticity and gradation, which in turn affects how it responds to compaction.

Based on the options provided and the premise of the question asking for what is NOT a factor, the following conclusion is drawn.

Texture and Compaction

While factors like the method of compaction, water content, and addition of admixtures are generally recognized as directly influencing the compaction process and results, the question asks which is NOT a factor.

The options provided suggest that texture of soil is the one that does NOT affect compaction, implying that the other options (method, admixtures, water content) DO affect it, which aligns with general geotechnical principles.

Therefore, according to the structure of the question and the provided answer premise, Texture of soil is presented as NOT being a factor that affects compaction among the given choices, in contrast to the method, admixtures, and water content which are widely known to influence compaction characteristics like maximum dry density and optimum moisture content.

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

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