SIEVE ANALYSIS OF SOIL(IS-2720-PART-4-1985)
OBJECTIVE
For determination of particle size distribution of fine, coarse and all-in-aggregates by sieving.
REFERENCE STANDARD
IS : 2720 (Part 4) – 1985 – Method of test for soil (Part 4-Grain size analysis)
EQUIPMENT & APPARATUS:
- Balance
- Sieves
- Sieve shaker
PREPARATION SAMPLE
After receiving the soil sample it is dried in air or in oven (maintained at a temperature of 600C). If clods are there in soil sample then it is broken with the help of wooden mallet.
PROCEDURE
- The sample is dried to constant mass in the oven at a temperature of 1100±50C and all the sieves which are to be used in the analysis are cleaned.
- The oven dry sample is weighed and sieved successively on the appropriate sieves starting with largest. Each sieve is shaken for a period of not less than 2 minutes.
- On completion of sieving the material retained on each sieve is weighed.
CALCULATION
The percent retained (%), Cumulative retained (%) & percent finer (%) is calculated.
Percent retained on each sieve = Weight of retained sample in each sieve / Total weight of sample
The cumulative percent retained is calculated by adding percent retained on each sieve as a cumulative procedure.
The percent finer is calculated by subtracting the cumulative percent retained from 100 percent.
REPORT
The result of the sieve analysis is reported graphically on a semi log graph, taking sieve sizes on log scale and % finer in arithmetic scale. The observation is maintained in observation sheet.
SAFETY & PRECAUTIONS:
- Clean the sieves set so that no soil particles were struck in them
- While weighing put the sieve with soil sample on the balance in a concentric position.
- Check the electric connection of the sieve shaker before conducting the test.
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