IRJET- Partial Replacement of Cement with Fly Ash Cenospheres in Cement Concrete

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 07 Issue: 01 | Jan 2020 www.irjet.net p-ISSN: 2395-0072
© 2020, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 318
Partial Replacement of Cement with Fly ash Cenospheres in
Cement Concrete
Prof. M.C. Paliwal1, Pradeep Kumar2
1Associate Professor, Department of Civil and Environmental Engineering, National Institute of Technical Teachers
Training and Research, Bhopal, India
2P. G. Student, Department of Civil and Environmental Engineering, National Institute of Technical Teachers
Training and Research, Bhopal, India
-------------------------------------------------------------------------***------------------------------------------------------------------------
Abstract - Concrete is one of the important materials of the construction industries. Nowadays due to increase in a
population, the demand of infrastructure is increasing day by day. This leads to increase in production of cement. In the
present time the world wide cement production is about 1.6 billion tons. This huge amount of production leads to consumption
of natural resources and it is also harmful for environment. Large quantity of waste by products are produced from the
manufacturing industries such as mineral slag, fly ash, silica fumes etc. Cenosphere is a byproduct obtained from the thermal
power plants generated by the burning of coal powder. It is transported by the flue gases which can be further collected by
electrostatic precipitator. This is a free flowing powder comprises of hollow sphere, hard shelled and lightweight which is
collected from coal ash. This research work deals with the partial replacement of the cement with cenosphere in concrete at
various percentage such as 0%, 4%, 8%, 12%, 16% and 20% by mass of cement. The various experimental investigations are
carried out to find out the compressive strength, split tensile strength and flexural strength of concrete cube cured for period
of 7 and 28 days. The results obtained from the experiments with a suitable replacement of cement with cenosphere are
presented in this research paper.
KEYWORDS:- Concrete, Fly ash, Cenospheres, Compressive strength, Split tensile strength, Flexural strength.
1. INTRODUCTION
Concrete is a most widely used construction material. It is, in general, a mixture of cement (binding material), aggregate
(filler materials), admixture and water. It can be molded in any required shape, easy to handle and has a wide range of
design strength. It is therefore used in approximately all kind construction work. Cement is the most important ingredient
of concrete as act as a binding material. But the production of cement causes so many environmental hazards, like cement
dust, air pollution solid waste pollution, noise pollution, ground vibrations and resources depletion due to raw material
extraction. The main components of the gases emitted from cement industries are CO2, N2, O2, SO2, water vapors and micro
components i.e. CO and NOx. The cement industry is one of the two largest producers of carbon dioxide (CO2), creating up
to 8% of worldwide man-made emission of this gas, of which 50% is from chemical process and 40% from burning fuel.
The CO2 produced for structural concrete is estimated at 410 kg/m3. About 900 kg of CO2 are emitted for the fabrication of
each 1 ton of cement. The CO2 is major green house gas. Thus cement manufacturing contributes green house gases both
directly through the decomposition of calcium carbonate and also through use of energy, particularly from the combustion
of fossil fuel.
Therefore we are needed to find other optional material for concrete in place of cement. If we able to replace few
percentage of cement form concrete, it will helpful to reduce CO2 emission. From various research works, some industrial
wastes are found which can reduce the amount of cement in concrete without compromising its basic properties (like
strength). Granulated blast furnace slag, silica fume, rice husk ash, cenospheres and fly ash are some industrial waste that
can be used as supplementary cementious materials. Cenosphere is a constituent particle of fly ash which gives some
additional benefits when used in concrete. Before further discussion about cenosphere let us briefly discuss about cement.
2. OBJECTIVE OF THE RESEARCH
 To study the beneficial utilization of industrial waste as the cement replacement in construction work.
 To evaluate the optimum proportion of cenosphere as a beneficial replacement with cement in cement concrete

3. MATERIALS USED
3.1 Cement
For this research work, PCC cement of MYCEM Company is used, that is available in nearer construction material shop.
While adding cement in concrete mix, it is ensured that cement is moisture free and no lumps are found in cement bag.
3.2 Cenospheres
These particles are hollow, empty and strong which are made up of silicon dioxide aluminium oxide and iron oxide. For
this experimental work, Fillit 300S category cenospheres are purchased from a popular and reliable company ‘Petra
Buildcare Products’ situated in Bhavnagar Gujrat.
3.3 Fine Aggregate
Fine aggregate are material passing through an IS sieve 4.75 mm and retain on 150µm gauge. Locally available sand is
used as fine aggregate in this aexperimental analyses.
3.4 Coarse Aggregate
The aggregate which may pass through 75mm IS sieve and retained on 4.75mm IS sieve is called coarse aggregate. Size of
coarse aggregate may vary from 10mm to 40mm. Locally available coarse aggregate is used for test, that available on
nearer construction material shop
3.5 Water
Water having pH value 6.0 to 8.0 is generally used. It is potable water i.e. not containing any salinity and alkalinity
4. METHODOLOGY
4.1 Proportioning
The standard proportion as per IS:456-2000, for M20 grade concrete is 1:1.5:3. Here proportion is adopted
1:1.8011:3.283 which is calculated by mix design method. Cement is replaced with cenosphere at various percentages i.e.
0%, 4%, 8%, 12%, 16% and 20%. The amount of each ingredient used per cubic meter is as follow:-
Cement = 364.497 kg; Fine aggregate = 683.811 kg; Coarse aggregate = 1329.604 kg
4.2 Casting of Samples
Total 108 samples are casted out 36 cubes, 36 cylinders and 36 beams are prepared. Concrete mix is filled in moulds in
three layers. Each layer is compacted by tampering rod with 25 number of blow.
4.3 Curing
The sample specimens are marked within 2 to 3 hours of casting and are kept in vibration free place, in nearly 90%
relative humid air and at temperature of 270 ± 20 C for 24 ± ½ hours. After this period, the specimens are placed in
submerge condition in fresh water in a tank and are kept there just prior to test. The duration of curing of sample is as per
their schedule of testing.
4.4 Testing of Samples
Compressive Strength Test
The IS code followed for testing is IS: 516 – 1959. The concrete cubes are casted of size 150mm ×150mm × 150mm. These
cubes are tested in UTM (Universal Testing Machine) of capacity 2000KN. a rate of 140 kg/cm2/min. The compressive
strength test is performed at the age of 7 days and 28 days.
Split tensile test

This test is an indirect method of finding tensile strength of concrete. The cylinder of dia 150mm and height 300mm is
casted and then tested at the age of 7 days and 28 days. The loading rate is kept 1.2 MPa.
Flexural strength Test
The beams of size 100mm × 100mm × 500mm are casted for this test and centre point loading method is adopted for
testing. Tests are performed per the ASTM C 293. The tests are performed at 7 and 28 days.
5. RESULTS AND DISCUSSION
Table-1: Average Compression Test Result of Cube Specimens
Percentage of
Cenosphere
7 Days Compressive
Strength
28 Days Compressive
Strength
0 14.621 22.66
4 15.095 24.47
8 15.718 25.31
12 13.066 19.42
16 8.429 17.77
20 6.829 15.64
GRAPH 1: Compression Test Analysis
The compression test results are shown in table-1. From GRAPH-1 it is observed that the maximum result is obtained at
8% fly ash cenosphere in concrete. The 28 days compressive strength for conventional concrete is found 22.66 MPa and
that for 8% fly ash cenospheres concrete is25.31 MPa. It shows the 11.69% improvement from conventional concrete. For
other percentages of fly ash cenospheres the strength is below 20 Mpa, thus optimum use of fly ash cenospheres is 8%.
Table-2: Average Split Tensile Strength of Cylindrical Specimens
Percentage of
Cenosphere
7 Days Compressive
Strength
28 Days Compressive
Strength
0 1.181 1.525
4 1.247 1.662
0
5
10
15
20
25
30
0% 4% 8% 12% 16% 20%
compressivestrength
percentage of cenosphere in concrete mix
7 Days strength
28 Days Strngth

8 1.323 1.787
12 0.722 1.266
16 0.607 0.947
20 0.479 0.791
GRAPH 2: Split Tensile Strength Test Analyses
The split tensile test results are shown in table-2. From GRAPH-2 it is observed that the maximum result is obtained at 8%
fly ash cenosphere in concrete. The 28 days split tensile strength for conventional concrete is found 1.525 MPa and that for
8% fly ash cenospheres concrete is1.787 MPa. It shows the 26.2%% improvement from conventional concrete. For other
percentages of fly ash cenospheres the strength is below limiting strengh for M20 concrete, thus optimum use of fly ash
cenospheres is 8%.
Table-3: Average Flexural Test Results of Beam Specimen
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
0% 4% 8% 12% 16% 20%
splittensilestrength
7 Days strength
28 Days Strngth
Percentage of
Cenosphere
7 Days Compressive
Strength
28 Days Compressive
Strength
0 2.93 4.95
4 3.62 5.85
8 4.49 6.62
12 2.63 4.25
16 2.34 4.02
20 1.97 3.46

GRAPH 3: Flexural Test Analysis
The flexural test results are shown in table-3. From Figure-3 it is observed that the maximum result is obtained at 8% fly
ash cenosphere in concrete. The 28 days flexural strength for conventional concrete is found 4.95 MPa and that for 8%
flyash cenospheres concrete is 6.662 MPa. It shows the 33.73%% improvement from conventional concrete. For other
percentages of fly ash cenospheres the strength is decreasing but not falling below the limiting value for M20 concrete.
Thus optimum use of fly ash cenospheres can be say as 20% and best result is obtain at 8% fly ash cenospheres.
6. CONCLUSIONS
The 28 days compressive strength for conventional concrete is found 22.66 MPa and 8% fly ash cenospheres concrete
is25.31 MPa, it shows the 11.69% improvement from conventional concrete.
For other percentages of fly ash cenospheres the strength is below 20 Mpa, thus optimum use of fly ash cenospheres is 8%.
The 28 days split tensile strength for conventional concrete is found 1.525 MPa and that for 8% fly ash cenospheres
concrete is1.787 MP, it shows the 26.2%% improvement from conventional concrete. The optimum use of fly ash
cenospheres is 8%.
The 28 days flexural strength for conventional concrete is found 4.95 MPa and that for 8% fly ash cenospheres concrete is
6.662 MPa. It shows the 33.73%% improvement from conventional concrete.
For other percentages of fly ash cenospheres the strength is decreasing but not falling below the limiting value for M20
concrete. Thus optimum use of fly ash cenospheres can be say as 20% in terms of flexural strength. .
Finally it is found the 8% replacement of fly sh cenosphere with cement in cement concrete is the beneficial replacement.
If this percentage is increases, the strength of concrete is decreases.
7. ACKNOWLEDGEMENT
I would like to extend my gratitude & sincere thanks to my guide Prof. M. C. Paliwal, for his constant motivation and
support during the course of my thesis. I truly appreciate and value his esteemed guidance and encouragement from the
0
5
10
15
20
25
30
0% 4% 8% 12% 16% 20%
flexuralstrength
7 Days strength
28 Days Strngth

beginning to the end of this thesis. His knowledge and guidance at the time of crisis would be remembered lifelong. I am
thankful to my family members for their care, encouragement and affection. Special thanks to almighty God for everything.
REFERENCES
[1]. Aparna Sasi and Reshmi K N (2018), “Experimental Investigation on M55 Grade Concrete Using Industrial Waste”,
International Journal of Innovative Research in Technology, Volume 5, issue 1, ISSN: 2349-6002
[2]. Mr. I. Michael Raj, Mr. J. Robinson (2018), “Partial Replacement of Cement with Cenosphere as Pozzolanic Material
in Concrete”, International Research Journal of Engineering and Technology, Volume-5, e-ISSN: 2395-0056
[3]. Md. Shams Tabrez Ansari, Ajay Swarup, Dhananjay Yadav (2018), “Partial Replacement of Cement With Flyash
and Silica Fumes”, IJARIIE-ISSN(O)-2395-4396
[4]. Khushal Chandra Kesharwani, Amit Kumar, Ahsan Rabbani (2017), “Experimental Study on Use of Fly Ash in
Concrete”, International Research Journal of Engineering and Technology, Volume-4, p-ISSN: 2395-0072
[5]. Subharjit Sen (2017), “Physical properties of cenosphere”. Thesis work in Department of Civil Engineering,
National Institute Technology, Rourkela
[6]. K. Senthamarai Kannam, L. Andal, M. Shanmugasundaram (2016), “An Investigation on Strength Development of
Cement with Cenosphere and Silica Fume as Pozzolanic Replacement”, Advances in Materials Science and
Engineering, Volume 2016, Article 9367619.
[7]. A.J. Patel, Dr. V.M. Patel, Dr. M.A. Patel, (2015), “Review on Partial Replacement of Cement in Concrete”, UKIERI
Concrete Congress- Concrete Research Driving Profit and Sustainability,
[8]. Jun-Yan Wang, Min-Hong Zhang (2012), “Stability of Cenospheres in Lightweight Cement Composites in Term of
Alkali-silica Reaction”, Cement and Concrete Research,
[9]. P. K. Koyal, D. N. Singh (2000). “Physical, Chemical, Mineralogical and Thermal Properties of Cenospheres form an
Ash lagoon”, Cement and Concrete Research 31, 539-542
BIOGRAPHIES
Prof. M.C. Paliwal
Associate Professor,
Department of Civil and
Environmental Engineering,
NITTTR, Bhopal, India
Pradeep Kumar
P. G. Student, Department
of Civil and Environmental
Engineering, NITTTR, Bhopal,
India

IRJET- Partial Replacement of Cement with Fly Ash Cenospheres in Cement Concrete

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