1. DETERMINATION OF FREE SWELL
INDEX OF SOILS
PRESENTED BY- DAVINDERPAL SINGH
ASSISTED BY- AKHILESH KAUSHAL
2. ABOUT TEST
IT IS A TEST OF SOIL AND COMES UNDER
SOIL MECHANICS TESTS. (GEOTECHNICAL
ENGINEERING)
CODE USED IS:2720 (PART 40)-1977
3. APPARATUS
IS SIEVE 425 micron (IS:460)
100 ml CAPACITY FLASK (IS:878) TWO ARE
REQUIRED
STIRRER (THIN ROD, CAN BE GLASS ROD)
OVEN
ENAMEL TRAY
WEIGHING BALANCE (accurate upto 0.01 g)
4. PROCEDURE
Soil sample upto 500 gram is taken from desired site and kept
in oven for 24 hours at (100-110)0C, so that sample becomes
oven dried.
Then sample is sieved through 425 micron IS SIEVE and
sample passed is taken.
Sample finer than 425 micron is taken in two flask of 100 ml
capacity, 10 gram in quantity in each flask.
5.
6.
7.
8. PROCEDURE
In first flask already filled with 10 gram oven dried sample
finer than 425 micron, kerosene oil is added upto 100 ml
mark.
In second flask which is also filled with 10 gram oven-dried
sample finer than 425 micron, distilled water is added upto
100 ml mark of flask.
Then sample are stirred well by a stirrer to remove entrapped
air in it.
9.
10. PROCEDURE
Then two flasks are kept ideal for not less than 24 hours
time allowing sample to swell and settle.
Atleast Three Readings are taken and their average is
given as a result.