International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395 -0056
Volume: 03 Issue: 12 | Dec -2016
p-ISSN: 2395-0072
www.irjet.net
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An Experimental Study on Partial Replacement of Cement by SBCA for M-30 concrete Arshee Khan1 and A.K. Saxena 2 PG Scholar, Department of Civil Engineering, Laxmi Narayan College of Technology, Bhopal (India) Prof & Head , Department of Civil Engineering, Laxmi Narayan College of Technology, Bhopal (India)
1 2
Abstract:- India is the second largest country of sugar
. Mr Prashant O Modani has obsereved that the partial
production after Brazil. As a result of which, there is an
replacement of SBA through fine aggregates gave
increase in the amount of bagasse as a by-product from
positive results with the replacement of about 10% to
the sugar mill. Sugar cane bagasse ash is the waste
20%. In this research, the partial replacement of cement
product of the combustion of bagasse for energy in sugar
by SBA with varying percentages that is 3%, 6%, 9% and
factories due to which it is easily available and cheap.
12% respectively.
Sugar cane bagasse ash is disposed of in landfills and is
Bagasse is a cellulose fiber which remains after the
now becoming an environmental burden. In this
extraction of juice from sugarcane. The bagasse ash is
experimental research work concrete cubes, beams and
about 8-10% of the bagasse and contains unburned
cylinders of M30 grade were casted and tested to
matter, silica and alumina.
examine various properties of concrete like workability,
The SBA used in this present study was taken from Maa
compressive strength, split tensile strength, and flexural
Rewa Sugar factory which is located in Shahpura,
strength. Sugar cane bagasse ash was partially replaced
Jabalpur district of MP State, India. For this study,
with cement at 3, 6, 9 and 12 % by weight of cement in
fresh SBA taken from the furnace was used. It was cooled
concrete.
in air by applying a small quantity of water.
I.INTRODUCTION Recently sugarcane bagasse ash, has been tested in some
II.MATERIALS AND METHODOLOGY
parts of the world for its pozzolanic property and also
1.CONCRETE :- In this experimental work a design mix
improves the properties of mortar and concrete like
of M-30
compressive strength and water tightness in certain
concrete specimens for 55 mm slump, The slump cone
percentage of replacement and fineness. The silicate
test was performed to determine the workability of
content of sugarcane bagasse ash is the reason behind its
concrete for desired slump
pozzolanic property. Depending on the burning and
2. CEMENT :- For making concrete OPC 43 grade cement
other properties of the raw materials like the soil on
(JP cement) was used.The specefice gravity of cement
which soil is grown, the silicate content in the ash may
used was 3.15 and the fineness modulas was 2940
vary from ash to ash.
Normal Consistency 29.5%, Vicat initial setting time
Now a days, different materials are being used as a
(minutes) 75, Vicat final setting time (minutes) 370
replacement for cement at a certain percentage. Most of
and soundness was 2mm.
these cement replacement materials are byproducts of
3. FINE AGGREGATES:- The fine aggregates used in this
different industries and agricultural waste for eg. blast
investigation was Narmada River sand passing through
furnace slag, silica fume, fly ash, rice husk etc.
4.75 mm sieve with specific gravity of 2.64.
Š 2016, IRJET
| Impact Factor value: 4.45
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grade was used for making the reinforced
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