I.S. Sieve Nos. 10 mm and 4.75 mm are generally used for grading of
coarse aggregates
Sieve analysis is a fundamental test used in civil engineering to determine the particle size distribution of aggregates. This helps classify aggregates and assess their suitability for various construction purposes, such as concrete mixes, asphalt pavements, and road bases. The test involves shaking a sample of aggregate through a stack of sieves with progressively smaller mesh openings.
Aggregates are generally classified into two main categories based on size:
The specific sieves used for grading depend on whether you are testing coarse aggregates or fine aggregates, and the nominal maximum size of the aggregate.
According to Indian Standards (I.S. codes), specific sieve sizes are specified for the sieve analysis of coarse and fine aggregates.
For grading coarse aggregates, the sieves typically used have larger openings. Standard sieves for coarse aggregate analysis often include:
The 4.75 mm sieve is crucial because it defines the boundary between coarse and fine aggregates. Sieves larger than 4.75 mm are used to fractionate and grade the coarse particles.
For grading fine aggregates, the sieves typically have smaller openings than 4.75 mm. Standard sieves for fine aggregate analysis often include:
Note that the 4.75 mm sieve is also used for fine aggregates, as it is the top sieve in the stack for this analysis, confirming that the material being tested is indeed fine aggregate.
The question asks about the use of 10 mm and 4.75 mm I.S. Sieve Nos. for grading. As discussed above:
Therefore, I.S. Sieve Nos. 10 mm and 4.75 mm are generally used for the grading of coarse aggregates.
| Aggregate Type | Defining Sieve Size | Common Sieve Sizes for Grading (Examples) |
|---|---|---|
| Coarse Aggregate | Retained on 4.75 mm | 80 mm, 40 mm, 20 mm, 10 mm, 4.75 mm |
| Fine Aggregate | Passing 4.75 mm & Retained on 75 micron | 4.75 mm, 2.36 mm, 600 micron, 300 micron, 150 micron, 75 micron |
| Sieve Size | Relevance | Aggregate Type Graded |
|---|---|---|
| > 4.75 mm | Used to fractionate particles larger than 4.75 mm | Coarse Aggregates |
| 4.75 mm | Boundary between coarse and fine aggregate | Coarse Aggregates (as the smallest sieve) and Fine Aggregates (as the largest sieve) - but specifically asked in context with 10mm, pointing towards coarse aggregate grading. |
| < 4.75 mm (e.g., 10 mm, 4.75 mm) | Common sieves for coarse aggregate analysis | Coarse Aggregates |
| < 4.75 mm (e.g., 2.36 mm, 600 micron) | Common sieves for fine aggregate analysis | Fine Aggregates |
Sieve analysis procedures and standard sieve sizes are defined by national and international standards. In India, relevant standards include:
These standards ensure consistency and comparability of test results across different laboratories and projects. Proper grading of aggregates is essential for achieving desired properties of concrete and other construction materials, such as workability, strength, and durability.
The Group index value of soil subgrade in pavement construction is 8. The subgrade soil is rated as:
The coefficient of curvature for a well graded soil, must be from-
Which soil will take years and decades to undergo full settlement after the new building is constructed?
Glacier deposited soil is called: