Experimental Work on Graphene Concrete Using Jarofix as Partial Replacement for Fine Aggregate

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 11 Issue: 01 | Jan 2024 www.irjet.net p-ISSN: 2395-0072
© 2024, IRJET | Impact Factor value: 8.226 | ISO 9001:2008 Certified Journal | Page 463
Experimental Work on Graphene Concrete Using Jarofix as Partial
Replacement for Fine Aggregate
1 K.Divya, 2 J.Sree Naga Chaitanya,3 Dr.K.Chandramouli,4 P Naveen
1&2Assistant Professor, 3 Professor & HOD, 4B.Tech Student
1,2,3,4Department of Civil Engineering, NRI Institute of Technology, Visadala (V), Medikonduru (M), Guntur,
Andhra Pradesh, India.
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Abstract:
The way that concrete is made has a big impact on its health
because it is utilised everywhere. Because of urbanisation
and industrialization, concrete is a crucial building material
in the modern world. This day, concrete is a prerequisite for
all constructions. The growing population places a great
deal of pressure on civil engineers to design affordable,
environmentally sustainable structures that meet the needs
of the populace. Concrete is a heterogeneous mixture of
water, fine, coarse, and binding ingredient (lime or cement)
In this investigation, jarofix is utilised in place of fine
aggregate. In the current investigation, fine aggregate in
concrete is successfully replaced with Jarofix, an industrial
waste by-product from the manufacture of zinc. Concrete's
compressive and split tensile strengths were investigated at
0%,5%,10% and 15% Jarofix replacement in place of fine
aggregate. The use of graphene concrete, mortar, and
cement additives brings up new, potentially eco-friendly
possibilities in building and infrastructure design.These
ingredients result in stronger and more durable concrete
structures. When evaluated utilising international standard
criteria, external testing revealed increases in both tensile
and compressive strength. Concrete's compressive strength
and split tensile strength were investigated when cement
was replaced with 0%, 0.05%, 0.10%, and 0.15% grafine
oxide. The examinations were conducted over 7 and 28 days.
Key Points: Jarofix, Grafine Oxide, compression strength
and split tensile strength of concrete.
1. INTRODUCTION
Because of industrialization and population growth,
concrete is the most essential and often used building
material worldwide. Concrete is significant because it can
be moulded into any shape and is made to resist the most
extreme conditions. The modern community and society
would not be possible without concrete. An alternative that
lowers building costs and encourages the use of less
natural raw materials in concrete is the use of industrial
wastes. Additionally, there is a way to dispose of waste
effectively and lessen the issues that arise from doing so. In
this investigation, jarofix is utilised in place of fine
aggregate.In the current investigation, fine aggregate in
concrete is successfully replaced with Jarofix, an industrial
waste by-product from the manufacture of zinc.The
application of cement additives, mortar, and graphene
concrete opens up new, possibly environmentally friendly
ways to design buildings and infrastructure. These
ingredients result in stronger and more durable concrete
structures. When evaluated utilising international
standard criteria, external testing revealed increases in
both tensile and compressive strength.
2. OBJECTIVES
1. To make the best use of jarofix in fine aggregate.
2. To make the best possible use of graphene oxide in
cement.
3. To assess the concrete's split tensile and compressive
strengths.
3. MATERIALS
3.1 Cement: Cement becomes more cohesive and sticky
when water is added. We refer to these cements as
hydraulic cements. Most of these are composed of clay,
silicates derived from limestone, and lime aluminates.
3.2 Fine Aggregate: This study employed manufactured
sand, which was readily accessible locally and had the
appropriate grading needed to make concrete, as the fine
aggregate.
3.3 Coarse Aggregate: 20 mm coarse aggregate that
satisfies IS: 383-1970 is used in the current experiment.
The specific gravity of aggregate is measured with a
pycnometer test. The aggregate fineness modulus was
calculated using sieve analysis on the material used in the
study, which was retained on a 4.75 mm screen following
passage through a 20 mm sieve.

3.4 Water: Water is one of the most important building
supplies since it is needed for a variety of tasks, such as
curing work, mixing cement, and creating mortar. The
longevity of cement concrete and mortar in building is
directly impacted by the quality of the water used.
3.5Jarofix: In this investigation, jarofix is utilised in place
of fine aggregate. The jarofix used in the study is gathered
from this location and transported in plastic bags to the
laboratory. The substance appears as a fine powder that is
light brown in colour, with the lumps broken up by
pulverising between the fingers. The jarofix samples were
air dried, ground, and then placed in plastic bags and kept
in airtight containers at room temperature.
Fig: Jarofix
3.6 Graphene oxide: Graphene oxide quickly exfoliates
and breaks down at temperatures between 280 and 300
°C, producing finely scattered amorphous carbon.
4. EXPERIMENTAL INVESTIGATION
4.1 Compressive Strength Test
The table below shows the outcomes of the compressive
strength test that was conducted on the cast and cured
specimen in the compressive testing machine.
Table 1: compressive strength of % of jarofix With
Partial Replacement Of Fine Aggregate.
S.No % of
Jarofix
Compressive
strength (N/mm2)
7 days 28 days
1 0% 19.03 27.19
2 5% 19.23 27.46
3 10% 19.81 28.27
4 15% 18.99 27.73
Table 2: Compressive Strength Of % Of Graphene
Oxide With Partial Replacement Of Cement.
Sl.no
% of GO Compressive strength
(N/mm2)
7 days 28 days
1 0 19.03 27.19
2 0.05% 26.12 37.28
3 0.10% 27.65 39.45
4 0.15% 26.59 38.54
Table 3: Combined Compressive Strength Of 10 % Of
Jarofix With Partial Replacement Of Fine
Aggregate+0.10 % Of Graphene Oxide With Partial
Replacement of Cement.
Sl.no
% of jarofix+% of
Grafine oxide
Compressive strength
(N/mm2)
7 days 28 days
1 0 19.03 27.19
2
10% of JF+0.10% of
GO
31.85 45.31
4.2 Split Tensile Strength Test
The split tensile strength test findings, which were
obtained using a flexural testing machine on cast and cured
specimens, are
Table 4: Split tensile strength of % Of jarofix With
Partial Replacement Of Fine Aggregate.
S.No % of jarofix Split tensile strength
(N/mm2)
7 days 28 days
1 0% 1.87 2.68
2 5% 1.89 2.71
3 10% 1.92 2.74
4 15% 1.86 2.72

Table 5: Split tensile strength Of % Of % Of Grafine
Oxide With Partial Replacement Of Cement.
Sl.no
% of
Grafine
Oxide
Split tensile strength (N/mm2)
7 days 28 days
1 0 1.87 2.68
2 0.05% 2.61 3.72
3 0.10% 2.73 3.91
4 0.15% 2.61 3.79
Table 6: Split tensile strength of 10 % Of Jarofix with
Partial Replacement of Fine Aggregate+0.10 % Of
Grafine oxide With Partial Replacement of Cement.
Sl.no % of JF+% of GO
Split tensile strength
(N/mm2)
7 days 28 days
1 0 1.87 2.68
2 10% of JF+0.10% of GO 3.18 4.56
5. CONCLUSION
1. The Normal Concrete of Compressive Strength result
for 7 and 28 days is 19.03 N/mm2 and 27.19 N/mm2.
2. At 10% replacement of fine aggregate by Jarofix the
compressive strength of concrete is for 7 and 28 days
19.81 N/mm2 and 28.27 N/mm2.
3. At 0.10% of Grafine Oxide with cement the
compressive strength of concrete for 7 and 28 days are
27.65 N/mm2 and 39.45 N/mm2.
4. Combined replacement of compressive strength of
concrete with 10% of Jarofix and 0.10 % of Grafine
Oxide for 7 and 28 days are 31.85 N/mm2 and 45.31
N/mm2.
5. The Normal Concrete of Split tensile Strength a result
is for 7 and 28 days is 1.87 N/mm2 and 2.68 N/mm2.
6. At 10% replacement of fine aggregate by Jarofix the
Split tensile strength of concrete is for 7 and 28 days
1.92 N/mm2 and 2.74 N/mm2.
7. At 0.10% of Grafine Oxide with cement the Split tensile
strength of concrete for 7 and 28 days are 2.73 N/mm2
and 3.91 N/mm2.
8. Combined replacement of Split tensile strength of
concrete with 10% of Jarofix and 0.10 % of Grafine
Oxide for 7 and 28 days are 3.18 N/mm2 and 4.56
N/mm2.
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