Background/Objectives: Cement is one of the sources for producing inexperienced house gases united ton of carbon dioxide is created with each one ton of cement production. Use of alternative materials will scale back this pollution downside. Methods/ Statistical analysis: In the present work Sugarcane pulp ash has been tried as another material for partial replacement of cement. Sugarcane bagasse ash is a by-product of sugarcane and disposal of that is making serious setting issues. In the present work, trails are created (with 0%, 5%, 10%, 15%, 20% and 25%) to value absolutely the quantum of cement that may get replaced by bagasse ash while not poignant the strength capabilities of the cast. Findings: Different tests such as compressive strength, flexure strength and split tensile strength are to be conducted on concrete for seven days and twenty-eight days natural process. Analysis of the results would give conclusions and inferences. Applications/Improvements: Outcome shows that for 15% substitute of cement by way of the SCBA strength is nearly enough the nominal force of the concrete.

1. http://www.iaeme.com/IJCIET/index.
International Journal of Civil Engineering and Technology (IJCIET)
Volume 8, Issue 1, January 2017, pp.
Available online at http://www.iaeme.com/IJCIET
ISSN Print: 0976-6308 and ISSN Online: 0976
© IAEME Publication Scopus
EFFECT OF BAGAGSE AS
CONCRETE USED AS PAR
PG Student, Civil Engineering Department,
Assistant
ABSTRACT
Background/Objectives: Cement is one of the sources for producing inexperienced house gases
united ton of carbon dioxide is created with each one ton of cement production. Use of alternative
materials will scale back this pollution do
work Sugarcane pulp ash has been tried as another material for partial replacement of cement.
Sugarcane bagasse ash is a by
issues. In the present work, trails are created (with 0%, 5%, 10%, 15%, 20% and 25%) to value
absolutely the quantum of cement that may get replaced by bag
strength capabilities of the cast.
strength and split tensile strength are to be conducted on concrete for seven days and twenty
days natural process. Analysis of the results would give conclusions and inferences.
Applications/Improvements: Outcome shows that for
strength is nearly enough the nominal force of the concrete.
Key words: Bagasse ash, Ordinary Portland cement, Compressive strength
Cite this Article: T. Gopi and T .N.Seshu babu, Effect of Bagagse Ash On Properties of Concrete
Used as Partial Replacemnt For Cement
Technology, 8(1), 2017, pp. 821
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=1
1. INTRODUCTION
Cement is the main ingredient of concrete. Production of cement cons
for emitting green house gases and responsible for global warming. Initiative s and scientists are in search
for alternative materials that can overcome this problem. Agro waste such sugar cane bagasse
nut shellslag, rice husk slag etc are tried as partial replacement of cement. In the present work Sugar cane
bagasse ash has been used as alternative material which is replaced in different percentages.
processing the Sugar cane extract
IJCIET/index.asp 821
International Journal of Civil Engineering and Technology (IJCIET)
, pp. 821–825, Article ID: IJCIET_08_01_096
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=
6308 and ISSN Online: 0976-6316
Scopus Indexed
EFFECT OF BAGAGSE ASH ON PROPERTIES OF
CONCRETE USED AS PARTIAL REPLACEMNT FOR
CEMENT
T. Gopi
G Student, Civil Engineering Department,
K L University, A. P, India
T .N.Seshu babu
Assistant Professor, Civil Engineering Department,
K L University, A. P, India
Cement is one of the sources for producing inexperienced house gases
united ton of carbon dioxide is created with each one ton of cement production. Use of alternative
materials will scale back this pollution downside. Methods/ Statistical analysis:
work Sugarcane pulp ash has been tried as another material for partial replacement of cement.
Sugarcane bagasse ash is a by-product of sugarcane and disposal of that is making serious setting
the present work, trails are created (with 0%, 5%, 10%, 15%, 20% and 25%) to value
absolutely the quantum of cement that may get replaced by bagasse ash while not poignant the
cast. Findings: Different tests such as compressiv
strength and split tensile strength are to be conducted on concrete for seven days and twenty
days natural process. Analysis of the results would give conclusions and inferences.
Outcome shows that for 15% substitute of cement by way of the SCBA
strength is nearly enough the nominal force of the concrete.
Bagasse ash, Ordinary Portland cement, Compressive strength
T. Gopi and T .N.Seshu babu, Effect of Bagagse Ash On Properties of Concrete
Used as Partial Replacemnt For Cement. International Journal of Civil Engineering and
821–825.
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=1
Cement is the main ingredient of concrete. Production of cement consumes high energy and is responsible
for emitting green house gases and responsible for global warming. Initiative s and scientists are in search
for alternative materials that can overcome this problem. Agro waste such sugar cane bagasse
are tried as partial replacement of cement. In the present work Sugar cane
bagasse ash has been used as alternative material which is replaced in different percentages.
processing the Sugar cane extract, the waste left is known as sugar cane bagasse. On heating it under
editor@iaeme.com
&IType=1
H ON PROPERTIES OF
TIAL REPLACEMNT FOR
, Civil Engineering Department,
Cement is one of the sources for producing inexperienced house gases
united ton of carbon dioxide is created with each one ton of cement production. Use of alternative
Statistical analysis: In the present
work Sugarcane pulp ash has been tried as another material for partial replacement of cement.
product of sugarcane and disposal of that is making serious setting
the present work, trails are created (with 0%, 5%, 10%, 15%, 20% and 25%) to value
asse ash while not poignant the
Different tests such as compressive strength, flexure
strength and split tensile strength are to be conducted on concrete for seven days and twenty-eight
days natural process. Analysis of the results would give conclusions and inferences.
15% substitute of cement by way of the SCBA
T. Gopi and T .N.Seshu babu, Effect of Bagagse Ash On Properties of Concrete
International Journal of Civil Engineering and
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=1
umes high energy and is responsible
for emitting green house gases and responsible for global warming. Initiative s and scientists are in search
for alternative materials that can overcome this problem. Agro waste such sugar cane bagasse slag, ground
are tried as partial replacement of cement. In the present work Sugar cane
bagasse ash has been used as alternative material which is replaced in different percentages. Soon after
t is known as sugar cane bagasse. On heating it under

2. T. Gopi and T .N.Seshu babu
http://www.iaeme.com/IJCIET/index.asp 822 editor@iaeme.com
controlled temperature it gives ash containing high silica and aluminum oxide. The experimental work was
carried out on SCBA obtained by combustion of sugarcane bagasse, which was obtained from Andhra
Pradesh in India. Around 300 Million Tons of sugar cane is being produces in India for an year, resulting
12 million tons of SCBA as wastes material. The present paper studies the effect of SCBA by partial
replacement of cement for M40 grade at ratio of 0%, 5%, 10%, 15%, 20% and 25%. This the concrete
mixed with OPC, SCBA, Sand, Gravel, Water and Super Plasticizer
2. OBJECTIVE
The main objective of this study is to find
1. Suitability of sugar cane bagasse ash partial replacement of cement
2. Optimal amount of Sugar cane bagasse ash that can be replaced
3. METHODOLOGY
3.1. MATERIALS
• Cement: Cement used in the experimental work is 53grade of Ordinary Portland cement (OPC) conforming
to IS: 12269 having specific gravity of 3.15.
• Fine aggregate: Locally accessible stream sand. It belongs to zone II with Specific gravity of 2.60
• Coarse aggregate: Well graded angular aggregates of maximum nominal size of 20mm with specific
gravity 2.86 and minimum nominal size 10mm with specific gravity of 2.80
• Water: Portable water is used at university campus. As per water conforming to Indian Specifications
• Sugar cane bagasse ash: The Sugarcane bagasse slag is gathered from KCP Sugars, located in the Vuyyuru
region of Krishna district, Andhra Pradesh. Specific gravity is 1.83.
• Super Plasticizer: Polycarboxylate otherwise named Glenium is used. The specific gravity is 1.108
3.2. Mix design: Recommended as per IS 10262:2009. The mix proportion is 1:1.54:2.73 and water
cement ratio is 0.38
3.3. Casting: A total of 36 cube moulds of size 150mm×150mm×150mm, 36 cylinders of size 150mm dia
and 300mm height, beams of size 100mm×100mm×500mm are castedto carry out the strength properties
of compressive, split tensile and flexural strength tests for a period of 7 and 28days.
3.4. Curing: The specimens are cured in water for duration of 7 and 28 days and tested.
4. RESULTS AND DISCUSSIONS
As per Indian specifications tests are conducted. The tests conducted are compressive strength test, split
tensile strength test and flexural strength test.
The results obtained from experimental investigation are taken as average of three trails and graph is
plotted which is as shown in figures 1, 2, 3.
From results obtained we can see that with increase in age, strength is also increased when cement is
replaced up to 15%

3. Effect of Bagagse Ash On Properties
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Table 1
% of SCBA
0%
5%
10%
15%
20%
25%
Figure 1: compressive strength for 7 days and 28 days in N/mm
% of SCBA
Compressive strength
0%
5%
10%
15%
20%
25%
0
10
20
30
40
50
60
70
0% 5%
compressivestrengthinn/mm2
f Bagagse Ash On Properties of Concrete Used as Partial Replacemnt For Cement
IJCIET/index.asp 823
Table 1 Chemical composition of Sugar cane bagasse ash
Composition SCBA
SiO2 71.0
Al2O3 4.69
Fe2O3 2.0
CaO 3.4
MgO 0.90
SO3 0.20
K2O 2.51
Table 2 Results obtained for 7 days
Compressive
strength
(N/mm2
)
Flexural strength
(N/mm2
)
Split tensile
strength
(N/mm
32.79 2.82
36.57 2.93
31.62 2.81
30.46 2.80
22.76 1.84
17.32 1.71
Table 3 Results obtained for 28 days
compressive strength for 7 days and 28 days in N/mm
Compressive strength
(N/mm2
)
Flexural strength
(N/mm2
)
Split tensile
51.57 3.91
57.64 4.09
55.06 3.99
51.79 3.94
45.15 3.72
35.79 3.04
5% 10% 15% 20% 25%
% of cement replacement
7 days
28 days
s Partial Replacemnt For Cement
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bagasse ash
Split tensile
strength
(N/mm2
)
1.59
1.62
1.51
1.49
1.22
1.11
compressive strength for 7 days and 28 days in N/mm2
Split tensile
strength
(N/mm2
)
2.01
2.07
2.04
2.02
1.75
1.56
7 days
28 days

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Figure 2:
Figure 3: Split tensile strength for 7 days and 28 days in N/mm
CONCLUSIONS
• Outcome shows that for 15% substitute of cement by way of the SCBA strength is nearly enough the
nominal force of the concrete.
• The usage of bagasse slag
surroundings free from all the
• Replacement of cement by bagasse ash saves cement. By saving cement, greenhouse gases emissions can be
reduced.
• The workability of concrete decreases the inclusio
• Than conventional concrete the SCBA concrete gives higher compressive strength.
0
0.5
1
1.5
2
2.5
0%
Splittensilestrengthinn/mm2
0
1
2
3
4
5
0% 5%
flexuralstrengthinn/mm2
T. Gopi and T .N.Seshu babu
IJCIET/index.asp 824
Figure 2: flexural strength for 7 days and 28 days in N/mm
Split tensile strength for 7 days and 28 days in N/mm
Outcome shows that for 15% substitute of cement by way of the SCBA strength is nearly enough the
nominal force of the concrete.
slag in concrete resolves the complication of its clearance
all the pollutions.
Replacement of cement by bagasse ash saves cement. By saving cement, greenhouse gases emissions can be
The workability of concrete decreases the inclusion of bagasse ash the 20% cost of cement will be saved
Than conventional concrete the SCBA concrete gives higher compressive strength.
5% 10% 15% 20% 25%
% of cement replacement
5% 10% 15% 20% 25%
% of cement replacement
7 days
28 days
editor@iaeme.com
flexural strength for 7 days and 28 days in N/mm2
Split tensile strength for 7 days and 28 days in N/mm2
Outcome shows that for 15% substitute of cement by way of the SCBA strength is nearly enough the
clearance there by keeping the
Replacement of cement by bagasse ash saves cement. By saving cement, greenhouse gases emissions can be
20% cost of cement will be saved
Than conventional concrete the SCBA concrete gives higher compressive strength.
7 days
28 days
7 days
28 days

5. Effect of Bagagse Ash On Properties of Concrete Used as Partial Replacemnt For Cement
http://www.iaeme.com/IJCIET/index.asp 825 editor@iaeme.com
REFERENCES
[1] Ganesan K., Rajagopal K., Thangavel K.; „Evaluation of Bagasse Ash as Supplementary Cementitious
Material‟, Cement and Concrete Composites, Volume -29, (2007), 515–524.
[2] Kawade U., Rathi V.; „Effect of Use of Bagasse Ash on Strength of Concrete‟, Construction and
Building Materials, Volume-2(7),(2013),ISSN:2319-8753
[3] M.R. Lavanya, B.Sugumaran, T. Pradeep December – 2012 - “An Experimental Study on the
Compressive Strength of Concrete by Partial Replacement of Cement with Sugarcane Bagasse Ash”
[4] N.B. Singh, V.D. Singh, and S. Rai, (2000): “Hydration of bagasse ash-blended Portland
cement, Cement and conc. res.,” 30: 1485-1488.
[5] Nuntachai C, Chai J.; „Utilization of Bagasse Ash as a Pozzolanic Material in Concrete‟, Construction
and Building Materials, Volume-23, (2009), 3352–3358.
[6] Munagala Sreenivasulu Reddy and Suvarna P., A Detailed Study on Reclaimed Asphalt Pavement in
Pavement Quality Cement Concrete. International Journal of Civil Engineering and Technology, 7(5),
2016, pp.382 –392.
[7] I. Siva Kishore, Ch. Mallika Chowdary. A Study on Waste Utilization of Marble Dust in High Strength
Concrete Mix. International Journal of Civil Engineering and Technology, 6(12), 2015, pp. 01-07.
[8] J. Anne Mary, An Experimental Investigation on Copper Slag as Replacement of Fine Aggregate in
Concrete. International Journal of Civil Engineering and Technology, 7(6), 2016, pp.282–289.
[9] R. Srinivasan, K.Sathiya 2010 - “Experimental Study on Bagasse Ash in Concrete”
[10] T.Subramani , M.Prabhakaran“ Experimental Study On Bagasse Ash In Concrete”
International Journal of Application or Innovation in Engineering & Management (IJAIEM)
Volume 4, Issue 5, May 2015 ISSN 2319 - 4847A CORVINIENSIS – Bulletin of Engineering
[11] U.R.Kawade et al “Effect of use of Bagasse Ash on Strength of Concrete”, International Journal
of Innovative Research in Science, Engineering and Technology Vol. 2, Issue 7, July 2013
[12] Concrete technology-by M.S. Shetty
[13] IS 456:2000