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Question

Match List I with List II and choose the correct answer from the options given below.

List I (Soil)List II (Grain Size)
AClaya2.00 to 4.75 mm
BCoarse sandb0.002 to 0.075 mm
CFine Sandc0.075 to 0.425 mm
DSiltd< 2 μm

The correct answer is

A - d, B - a, C - c, D - b

Explanation:

Particle Size classification:

This classification of soils is done on the basis of particle size composition. According to which soil may be termed as clay, silt, sand, gravel, cobbles and boulders.

I.S. Classification (Grain size distribution):

(i) Clay = d < 2μ 

(ii) Silt = 2μ < d < 75μ 

  • Fine silt = 2μ < d < 10μ 
  • Medium silt = 10μ < d < 20μ 
  • Coarse silt = 20μ < d < 75μ 

(iii) Sand = 75μ < d < 4.75 mm

  • Fine sand = 0.075 mm < d < 0.425 mm
  • Medium sand = 0.425 mm < d < 2 mm
  • Coarse sand = 2 mm < d < 4.75 mm

(iv) Gravel = 4.75 mm < d < 80 mm

  • Fine gravel = 4.75 mm < d < 20 mm
  • Coarse gravel = 20 mm < d < 80 mm

(v) Cobbles = 80 mm < d < 300 mm

(vi) Boulders = d > 300 mm

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Important Questions from Classification of Soils

  1. A fine grained soil has liquid limit of 60 and plastic limit of 20. As per the plasticity chart, according to IS classification, the soil is represented by the letter symbols

  2. Soil is weathered chemically due to _________.

  3. As per IS (383-1970), the percentage passing of fine aggregates under a 2.36 mm IS sieve during the grading Zone 1 is ________.

  4. Transported soil known as 'Talus' is transported by _______.

  5. Which type of soil is most suitable for construction material?

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