STUDY ON THE EFFECT OF REPLACEMENT OF FINE AGGREGATE WITH PLASTIC GRANULES ALONG WITH STEEL AND POLYPROPYLENE FIBERS

International Journal of Innovative Research in Advanced Engineering (IJIRAE) ISSN: 2349-2763
Issue 09, Volume 3 (September 2016) www.ijirae.com
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STUDY ON THE EFFECT OF REPLACEMENT OF FINE
AGGREGATE WITH PLASTIC GRANULES ALONG
WITH STEEL AND POLYPROPYLENE FIBERS
Renji Xavier C Nidhin B Parappattu
Civil Engineering Department, Civil Engineering Department,
M G University, India M G University, India
Abstract— Concrete is an ancient material of construction, first used during Roman Empire. Concrete is the second
most consumed substance in the world after water. Plastic is a common material which finds its application in day
today life. Lack of proper disposal methods for plastic waste is one of the main hazards faced by present the world.
Plastic is of manmade material and is a stable polymer which is light in weight. The reduction of waste plastic is
essential as it creates various environmental problems. This paper deals with the partial replacement of fine aggregate
with plastic granules and using a fixed proportion of steel and polypropylene fibers. Experimental program includes
two stages. In the first stage fine aggregate is replaced with 4%,8%,12% plastic granules in an M30 grade of concrete
and its percentage was optimized and in the second stage, the residual strength of the above mixes were found out by
heating the specimens to2000
c,3000
c and 4000
c for one hour duration. Strength parameters studied includes
compressive strength, flexural strength, split tensile strength, residual strength.
Keywords— compressive strength, split tensile strength, plastic granules, steel fiber, polypropylene fiber
I. INTRODUCTION
Concrete is the second most consumed substance in the world after water. Although wide varieties of construction
materials are available in the market, concrete has able to fix one of the top positions in the category of construction
materials. Concrete today is a sophisticated material to which exotic constituents can be added. As per standard
definition concrete is a mixture of portland cement or any other hydraulic cement, fine aggregate, coarse aggregate and
water, with or without admixtures. The ability of concrete to mould into any desired shapes makes it as the most common
construction material in the industry.
Fiber reinforced concrete is one which contains fibrous material which increases its structural integrity. It contains short
discrete fibers that are uniformly distributed and randomly oriented. Fibres include steel fibers, glass fibers, synthetic
fibers and natural fibers. Fibers are usually used in concrete to control cracking due to plastic shrinkage and drying
shrinkage. They also reduce the permeability of concrete and thus reduce bleeding of water. Some types of fibers
produce greater impact, abrasion and shatter resistance in concrete. Concrete containing two or more fibers are known as
hybrid fiber reinforced concrete. Combination of low and high modulus fibres can arrest cracks at micro level as well as
macro level. The use of two or more types of fibres in a suitable combination potentially improves the overall properties
of concrete and also results in performance of concrete. The most commonly observed one is that made with steel and
polypropylene fibers.
II. PLASTIC REINFORCED CONCRETE
Plastic is a common material which finds its application in day today life. Lack of proper disposal methods for plastic
waste is one of the main hazards faced by present the world. It affects the ecological system very badly as plastic is a
non-biodegradable material. Various researches are ongoing in the world to make use of plastic waste in concrete. Plastic
is of manmade material and is a stable polymer which is light in weight. The reduction of waste plastic is essential as it
creates various environmental problems. If we make utilize the waste plastic as substitution of fine aggregate in concrete
it will be greatly reducing the pollution caused by them. Thus the concrete can be made more eco-friendly.

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III.EXPERIMENTAL PROGRAM
A. MATERIALS AND PROPERTIES
Different materials used for this experimental study includes OPC 53 grade cement, natural coarse aggregate,
manufactured fine aggregate, super plasticizer and plastic.
3.1) Cement: Ordinary Portland cement 53 grade was used for the entire work and it was purchased from St. Mary’s
hollow bricks company, Kothamangalam and it conforms to IS specifications. Properties of the cement are listed below.
TABLE 1 PHYSICAL PROPERTIES OF CEMENT
NAME OF TEST RESULT
SPECIFIC GRAVITY 3.14
STANDARD CONSISTENCY 32%
INITIAL SETTING TIME 40 MINUTES
3.2) Fine aggregate: It should pass through IS sieve 4.75mm. Fine aggregate used for the study was M sand. Fine
aggregate selected was free from clay, silt, and chloride contamination. Specific gravity was found to be 2.62
3.3) Natural coarse aggregate: It is the strongest component of concrete. Angular aggregates are preferred. Flaky and
elongated aggregates should be avoided as far as possible. Both 20 mm and 12 mm aggregates were used. Aggregate
crushing value was obtained as 30 % and specific gravity as 2.67
3.4) Plastic granules: Recycled plastic granules of size 1-2mm were used for the work.
Fig 1 Plastic granules
3.5 Steel and Polypropylene fibers: Steel fiber used was of length 30mm and diameter 0.5mm. Polypropylene fiber was
of monofilament type.
Fig 2 Steel fibers
B. EXPERIMENTAL WORK
The mix design was done as per IS: 10262(1982). M30 Grade was adopted for the work. Fine aggregate selected for the
study conforms to zone II. Water cement ratio was fixed at 0.43. The mix proportion was carried out to get a slump of
150 mm. The quantity of materials required per m3
of concrete is listed in table 2.

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TABLE 2 MATERIALS FOR 1M3
MATERIAL QUANTITY
CEMENT (KG)
FINE AGGREGATE (KG)
COARSE AGGREGATE(KG)
WATER(L)
SUPER PLASTICIZER(L/)
388
670
1200
167
1.373
IV.TESTS AND RESULTS
A. COMPRESSIVE STRENGTH
150mm cubes were casted. Both 7 and 28 day compressive strength tests were done. The results are shown in table 3.
Fig 3 Compressive Strength at 28 Day
TABLE 3 COMPRESSIVE STRENGTH
MIX 7 DAY COMPRESSIVE STRENGTH (MPA) 28 DAY COMPRESSIVE STRENGTH (MPA)
S0.75P0.25 (CM) 27.6 38.6
P4 28.6 42.8
P8 26.4 40.8
P12 24.8 37.13
B. Split tensile strength
Cylinders of size 150mm x 300 mm were casted .both 7 and 28 days split tensile strength were tested. The results are
shown in Table 4.
Fig 4 Split Tensile Strength at 28 Day
32
34
36
38
40
42
44
CM P4 P8 P12
28dayCompressivestrength
(MPa)
Compressive Strength
4.2
4.3
4.4
4.5
4.6
4.7
4.8
CM P4 P8 P12
28daySplittensilestrength
(MPa)
Split Tensile Strength

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TABLE 4 SPLIT TENSILE STRENGTH
MIX 7 DAY TENSILE STRENGTH (MPA) 28 DAY TENSILE STRENGTH (MPA)
S0.75P0.25 (CM) 3.5 4.6
P4 3.64 4.8
P8 3.52 4.68
P12 3.46 4.62
C. FLEXURAL STRENGTH
Beams of size 100mm x 100mm x 500 mm were casted. Both 7 and 28 day flexural strength test were done. Results are
shown in table 5
TABLE 5 FLEXURAL STRENGTH
MIX 7 DAY FLEXURAL STRENGTH (MPA) 28 DAY FLEXURAL STRENGTH (MPA)
S0.75P0.25 4.12 5.46
P4 3.78 5.64
P8 3.54 5.58
P12 3.32 5.21
From the above results 4 % of plastic granules shows max strength in compression, flexure and in tensile strength.
Fig 5 Flexural Strength at 28 Day
D. THERMAL RESULTS
The strength of the specimens gets decreased with increase in temperature. The residual strength of the plastic reinforced
mixes was determined at 28days of curing and heating to the required temperature. The residual strength obtained is
shown in table 6.
TABLE 6 RESIDUAL COMPRESSIVE STRENGTH
MIX RESIDUAL COMPRESSIVE
STRENGTH AT 2000
C (MPA)
RESIDUAL COMPRESSIVE
STRENGTH AT 3000
C (MPA)
RESIDUAL COMPRESSIVE
STRENGTH AT 4000
C
(MPA)
S0.75P0.25 (CM) 36.9 35.6 34.2
P4 40.2 38.6 34.8
P8 39.6 37.4 32.2
P12 35.2 32.6 28.4
From the test results of compressive strength, tensile strength and flexural strength, it can be seen that, up to 8 % of
replacement of fine aggregate by plastic granules is possible.
3.2
3.3
3.4
3.5
3.6
3.7
CM P4 P8 P12
28dayFlexuralStrength
(MPa)
Flexural Strength

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V. CONCLUSION
These are the main findings of this works and are listed below
 The compressive strength is slightly increased with addition of plastic granules. A maximum increase in compressive
strength of 10.88% was observed in P4 mix when compared with control mix. P8 mix has obtained a better strength
than the control mix.
 The split tensile strength also observed to be maximum for P4 mix and it possess 4.35% higher strength compared to
control mix.
 The flexural strength also found to be higher for P4 mix.
 It can be concluded that up to 8% replacement of fine aggregate can be done successfully.
 From thermal results, it can be seen that all the plastic mixes P4, P8 and P12 have retained about 75% of their
original strength when heated to 4000
c.
REFERENCES
[1]. Vikrant S. Vairagade, Kavita S. Kene, Experimental Investigation on Hybrid Fiber Reinforced Concrete,
International Journal of Engineering Research and Applications (IJERA),vol.2, pp 1037-1041, 2012.
[2]. Selina Ruby G, Priyanka Dilip, Effect of Hybrid Fiber on Mechanical Properties of Concrete, International Journal
of Engineering Research and Applications (IJERA), Vol.3, pp 1408-1411, 2014.
[3]. M. Gunavel, S. Saran Kokila, Experimental Investigation on Behaviour of Hybrid Fiber Reinforced Concrete
Beams, Integrated Journal of Engineering Research and Technology (IJERT), ISSN no 2348-6821, 2015
[4]. Sudheer Jirobe, Brijjbhushan. S, Maneeth P D, Experimental Investigation on Strength and Durability Properties of
Hybrid Fiber Reinforced Concrete, International Research Journal of Engineering and Technology (IRJET), Vol.2,
p-ISSN 2395-0072, 2015
[5]. K. Ramadevi, R. Manju, Experimental Investigation on the Properties of Concrete with Plastic as Fine Aggregates,
International Journal of Emerging Technology and Advanced Engineering (IJETAE), vol.2, pp 2250-2459, 2012
[6]. Sathish Kumar P.K, Dinesh Chandrasekar, P. Suganthy, Utilization of Pulverised Plastic in Cement Concrete as
Fine Aggregate, International Journal of Research in Engineering and Technology (IJRET), ISSN: 2319-1163,2013
[7]. J.N.S. Suryanarayana Raju, M. Senthil Pandian, Mechanical Study on Concrete with Waste Plastic, International
Journal of Research in Civil Engineering, Architecture & Design (IJRCAD), vol.1, pp 62-67, 2013
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4847, 2015
[9]. IS 12269:1989, “Specification for Ordinary Portland Cement 53 grade”, Bureau of Indian Standards, New Delhi
[10]. IS 383:1970, “Specification for Coarse and Fine Aggregates from natural sources for concrete”, Bureau of Indian
Standards, New Delhi
[11]. IS 2386:1963, “Methods of test for Aggregate of concrete part 1, 2, 3 and 4”, Bureau of Indian Standards, New
Delhi
[12]. IS 10262:1982, “Concrete mix proportioning – guidelines”, Bureau of Indian Standards, New Delhi
[13]. IS 516:1959, “Methods of test for Strength of concrete”, Bureau of Indian Standards, New Delhi
[14]. IS 4031:1988, “Methods of physical tests for hydraulic cement”, Bureau of Indian Standards, New Delhi

STUDY ON THE EFFECT OF REPLACEMENT OF FINE AGGREGATE WITH PLASTIC GRANULES ALONG WITH STEEL AND POLYPROPYLENE FIBERS

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