Partial replacement of cement and fine aggregate by

IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
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IC-RICE Conference Issue | Nov-2013, Available @ http://www.ijret.org 351
PARTIAL REPLACEMENT OF CEMENT AND FINE AGGREGATE BY
USING FLY ASH AND GLASS AGGREGATE
T. Phani Madhavi1
, V.Sampathkumar2
, P.Gunasekaran3
1
Assistant Professor, 2
Professor, 3
Student, Department of Civil Engineering, Sathyabama University, Chennai,
Tamilnadu, India, talasilamadhavi@gmail.com
Abstract
Glass is a transparent material produced by melting a mixture of materials such as silica, soda ash and Calcium carbonate at high
temperature followed by cooling during which solidification occurs without crystallization. Glass is a unique inert material that could
be recycled many times without changing its chemical properties. Using glass in concrete is an interesting possibility for economy on
wastage disposals. The inclusion of fly ash in glass concrete reduces the alkali silica reaction and improves the workability and
durability properties of concrete. Sheet glass aggregate used in concrete making leads to green environment.
The objective of Present work is to find out the effectiveness of the fly ash and glass aggregate based concrete. In this investigation it
was proposed that the use fly ash as cement replacement material and glass aggregate as fine aggregate material partially in
concrete. Natural sand was partially replaced (10% 20% 30%) with sheet glass aggregate. Compressive strength of cubes at 3days,
7days and 28 days of duration were studied. Fineness modulus, specific gravity, moisture content, water absorption was also studied.
Based on the test results, the ideal percentage of mix which shows maximum compressive strength was identified.
Keywords: Fly ash, Glass aggregate, Concrete Mix
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1. INTRODUCTION
During recent years here awareness is increased regarding
environmental pollution due to domestic and industrial waste.
Now pollution control board is formed to regulate
environmental degradation due to industrial waste. When once
environment is allowed to degrade, it will take huge amount of
public exchequers to clean it so in view of this, it is better to
present than searching of solution for concrete.
Concrete is in general, cement-based concrete, which meets
special performance requirement with regard to workability,
strength and durability, that cannot always be obtained with
techniques and materials adopted for producing conventional
cement concrete. Fine aggregate is important construction
material, which is widely used, in construction works.
Nowadays the cost of concrete is increased since the cost of
fine aggregate is increased. To reduce the requirements and
cost of concrete some alternative materials are needed to
replace the fine aggregate.
1.1 Glass Concrete
Glass is a unique inert material that could be recycled many
times without changing its chemical properties. A major
concern regarding the use of glass in concrete is the chemical
reaction that takes place between silica-rich glass particles and
the alkali in the pore solution of concrete, i.e., alkali-silica
reaction. This reaction can be very detrimental to the stability
of concrete, unless appropriate precautions are taken to
minimize its effects. Such preventive actions could be
achieved by incorporating a suitable Puzzolonic material such
as fly ash, silica fume, or ground blast furnace slag in the
concrete mix at appropriate proportions. Soda lime glass of <
100 mesh was effective against alkali-silica reaction. The most
widely used fine aggregate for the making of concrete is the
natural sand mined from the riverbeds. However the
availability of river sand for the preparation of concrete is
becoming scarce due to the excessive nonscientific methods of
mining from the riverbeds, lowering of water table, sinking of
the bridge piers, etc. are becoming common treats. The present
scenario demands identification of substitute materials for the
river sand for making concrete. Recently, some attempts have
been made to use ground glass as a replacement in concrete.
The objective of this paper is to present the results of
experimental investigations on physical and mechanical
properties of concrete made with sheet glass powder concrete.
Natural fine aggregate is substituted by weight by sheet glass
powder at rates varying from 10, 20, 30, 40 and 50
percentages. Compressive, tension, and flexural strength are
evaluate and compared up to 180 days of ages.
Glass is widely used in our lives through manufactured
products such as sheet glassware, glass, bottles, and vacuum
tubing. Glass is an ideal material for recycling. The use of
recycled glass in new container helps save of energy. The
amount of waste glass is gradually increased over the recent

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years due to an ever growing use of glass products. When
waste glasses are reused in making concrete products, the
production cost of concrete will go down. Crushed glass or
cullet, if properly sized and processed, can exhibit
characteristics application to that of gravel or sand.
However, deleterious alkali-silica reaction might occur in
glass concrete due to its high silica constituent. Some
solutions have been formed to alleviate alkali-silica reaction,
but these solutions have some limitations which made it still
particularly important to investigate the utilization of glass in
concrete. The limitations include the long-term inspecting of
the effectiveness of alkali-silica reaction suppressants.
1.2 Fly Ash:
The abundant production of fly ash from coal based thermal
power plants as waste products becoming problem for their
disposal and it is also hazardous to the environment. The
inclusion of fly ash in glass fiber reinforced concrete reduces
the environmental pollution and improves the workability and
durability properties of concrete. In the present experimental
investigation glass fibers in different volume fractions with
25% and 40%replacement of cement by fly ash has been used
to study the effect on compressive strength, split tensile
strength, flexural strength of concrete. For each mix standard
sizes of cubes, cylinders and prisms as per Indian Standards
were cast and tested for compressive strength , split tensile
strength and flexural strength at age of 7days and 28 days as
per Indian Standards.
Cement with Puzzolona like fly ash reduce the permeability of
concrete and dense calcium silicate hydrate. Fly ash is a
byproduct of the thermal power plants. Usually, Class F fly
ashes have a lower content of Cao and exhibit Puzzolonic
properties.
2. MATERIALS AND EXPERIMENTAL
METHODOLOGY
In the present work, various materials like Flyash, Cement,
Glass aggregate, Coarse aggregate, Fine aggregate, Water
were used. It was found that the Specific gravity and Finness
modulus of fine aggregate (G) was 2.66 and 2.892
respectively. It was found that the specific gravity, Finness
modulus and average water absorption of course aggregate
was 2.936, 8.10 and 2.7 respectively. From the experimental
results it was found that the specific gravity, Initial setting
time, Final setting time of cement was 2.88, 75 minutes, and
250minutes respectively. The Finness modulus of glass
aggregate was 3.51.
2.1 Mix Design for M30 Grade
a. Design Stipulations:
Characteristic compressive strength required in field at 28
days is 30 N/mm2; Maximum size of aggregate is 20mm
(angular);Degree of workability is 0.90C.F; Degree of quality
control is Good; Type of exposure is Mild
b. Test Data for Materials:
Specific gravity for cement is 3.01; Specific gravity of Coarse
aggregate is 2.85and Fine aggregate is 2.66; Water absorption
for Coarse aggregate is 2.7 % and for Fine aggregate is 1.0 %
c. Design
Target Mean Strength of Concrete---Assumed standard
deviation as per IS 456-2000 referring the table (6) is S= 6
Target mean strength = fck + ts = 30+1.65(6)=39.9
N/mm2
d .Selection of Water Cement Ratio:
For Target mean strength = 39.9 N/mm2
;
From figure W/C ratio = 0.375
e. Selection of Water and Sand Content:
For aggregate size 20mm, water content including surface
water, per cubic meter of concrete is 186kg.
Sand content as percentage of total aggregate of absolute
volume is 35%
Table 1 Selection of water and sand content
Change in condition Adjustment required
Water
content
Sand in total
aggregate
For decrease in w/c
ratio by (0.6-
0.375=0.225)
0 -4.5
For increase in
compacting
factor(0.9-0.8=0.1)
+3 0
For sand conforming
to zone II
0 -1.5
+3% -6%
From Table 1, required sand content as % of total aggregate
by absolute volume = 35 - 6 = 29 %
Required water content = 186 +
×
= 191.6 kg/m3

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f. Determination of Cement Content:
Water cement ratio = 0.375
Water = 191.6 lit
Cement =
.
.
= 510.96 kg/m3
g. Determination of Coarse and Fine Aggregate
Content:
Fine Aggregate:
V = {w + + } ×
Fine aggregate = 520 kg/m3
Coarse Aggregate:
V = {w + + } ×
Coarse aggregate = 1208 kg/m3
h. Mix Proportion:
Water: Cement: FA: CA
191.6 511 520 1208
0.5 1 1.02 2.36
The Mix proportion was given in Table 2
Table 2 Mix Proportion
Fly
ash
%
Replacement of
Fine aggregate %
Cement
(kg)
Fine aggregate
(kg)
Coarse aggregate
(kg)
Fly ash
(kg)
Glass
aggregate
(kg)
0 0 16.641 16.974 39.273 - -
0 10 16.641 15.277 39.273 - 1.697
0 20 16.641 13.579 39.273 - 3.395
0 30 16.641 11.882 39.273 - 5.092
10 0 14.977 16.974 39.273 1.664 -
10 10 14.977 15.277 39.273 1.664 1.697
10 20 14.977 13.579 39.273 1.664 3.395
10 30 14.977 11.882 39.273 1.664 5.092
20 0 13.313 16.974 39.273 3.328 -
20 10 13.313 15.277 39.273 3.328 1.697
20 20 13.313 13.579 39.273 3.328 3.395
20 30 13.313 11.882 39.273 3.328 5.092
30 0 11.649 16.974 39.273 4.992 -
30 10 11.649 15.277 39.273 4.992 1.697
30 20 11.649 13.579 39.273 4.992 3.395
30 30 11.649 11.882 39.273 4.992 5.092
2.2 Compressive Strength Test:
The steel mould of size 150x150x150 mm is well tightened
and oiled thoroughly. The fresh mixed concrete is placed and
well compacted through mechanical vibrators and after 24
hours they were allowed for curing in a period of 3, 7, 28 days
and they were tested. After the curing period the specimen is
taken out from the curing tank and wipes it clean. The
dimensions of the specimens and the weight of the specimens
were noted down with accuracy. Then the specimen is placed
between the loading the surface of the CTM and the load is
applied till the specimen fails. The ultimate load at the time of
failure is noted down. The test procedures were adopted as per
ASTM standards. The load was applied at the rate of 140
kg/cm2
/min till the cube breaks.
3. RESULTS AND DISCUSSIONS
3.1 Analysis:
A laboratory study were performed to determine the
compressive strengths 144 cubes for 3 days, 7 days, 28 days of
casting of different trail of concrete with 0, 10, 20, 30 percent
replacement of cement by fly ash and 0, 10, 20, 30 percent
replacement of fine aggregate by glass aggregate. The various
test results are analyzed below.

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3.2 Compressive Strength:
The compression test was performed as per formed as per
Indian Standard specifications. From the test the average
stresses values taken accordingly. The test results are shown in
Table 3
Compressive Strength = Compressive Load/Cross Sectional
Area in N/mm2
Based on the test results obtained from the compressive
strength test on 3days, 7days, and 28days, the graph between
Mix No. Vs Compressive strength was shown in Fig 1,Fig 2
and Fig 3 respectively
Table 3 Determination of Compressive Strength
Mix
Partial
replacement of
cement by fly ash
%
Partial replacement of
sand by glass
aggregate %
Workability
Slump value in
cm
Compressive strength N/mm2
3 days 7 days 28 days
1 - - - 24.57 29.77 41.99
2 - 10 - 24.30 31.55 42.82
3 - 20 - 25.78 32.00 43.26
4 - 30 - 24.89 30.85 42.37
5 10 - - 26.09 26.22 43.26
6 10 10 - 26.67 28.00 43.41
7 10 20 - 27.56 30.22 43.73
8 10 30 - 26.67 28.00 43.23
9 20 - - 25.62 26.67 42.37
10 20 10 - 24.58 28.44 42.57
11 20 20 - 26.67 33.78 38.52
12 20 30 1 25.70 27.70 36.00
13 30 - 2 23.70 25.33 31.99
14 30 10 2 20.44 25.78 32.15
15 30 20 3 20.00 24.74 32.44
16 30 30 5 18.52 21.33 27.56
Fig.1 Compressive strength on 3 days Fig.2 Compressive strength on 7 days
0
5
10
15
20
25
30
Mix
1
Mix
3
Mix
5
Mix
7
Mix
9
Mix
11
Mix
13
Mix
15
3 days Compressive
Strength
3 day
compressive
stength
0
10
20
30
40
Mix
1
Mix
3
Mix
5
Mix
7
Mix
9
Mix
11
Mix
13
Mix
15
7 days Compressive
Strength
7 day
compressive
strength

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Fig.3 Compressive strength on 28 days
CONCLUSIONS
• In 1st
set of cubes, the maximum compressive strength
obtained for 28 days is 43.26 N/mm2
with the replacement
of 0% of Cement by fly ash and 20% of fine aggregate by
glass aggregate.
• In 2nd
of 10% of Cement by fly ash and 20% of fine aggregate
by glass aggregate.
• In 3rd
by glass aggregate.
• iv)In 4th set
of cubes, the maximum compressive strength
by glass aggregate.
• So, the mix No.7 in 2nd
set of cubes is concluded as
economical and ideal mix based on the results obtained.
REFERENCES
[1] Alidoust .O, Sadrinejad .I, and Ahmadi .M. A. “A
Study on Cement-Based Composite Containing
Polypropylene Fibers and Finely Ground Glass
Exposed to Elevated Temperatures” World Academy of
Science, Engineering and Technology, 2007 ,pages
162–167
[2] Ahmad Shayan “Value-added Utilisation of Waste
Glass in Concrete” IABSE Symposium Melbourne,
2002, pages 1-11
[3] Mageswari .M and Dr. Vidivelli .B “The Use of Sheet
Glass Powder as Fine Aggregate Replacement in
Concrete” The Open Civil Engineering Journal, Vol 4,
2010 , pages 65-71
[4] Rama Mohan Rao .P, Sudarsana Rao .H, Sekar .S. K.
“Effect of Glass Fibres on Flyash Based Concrete”
International journal of civil and structural engineering-
Vol 1, No 3, 2010, pages 606-612
[5] Turgut .P, Yahlizade .E. S. “Research into Concrete
Blocks with Waste Glass” International journal of civil
and environmental engineering 1:4, 2009,pages 203-
209
[6] IS 456 – 2000 – Indian Standard Code of Practice for
plain and Reinforced Concrete
[7] IS 10262 – 2009 Indian Standard recommended
guideline for concrete mix design
[8] IS 383-1970- specification for coarse and fine
aggregate from natural source for concrete
[9] IS 8112-1989-43 grade opc Specification
0
20
40
60
Mix
1
Mix
3
Mix
5
Mix
7
Mix
9
Mix
11
Mix
13
Mix
15
28 days Compressive
Strength
28 day strength

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