International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 4 Issue 6, September-October 2020 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
A Review on Study the Behaviour of
Concrete using Waste Tires Chips
Anuj Nehra1, Er. Nitin Thakur2
1M
Tech Student, 2Assistant Professor,
1.2Department of Civil Engineering, Om Institute of Management and Technology, Hisar, Haryana, India
ABSTRACT
Concrete is one in all the principal wide utilized development materials in the
world. Regular assets rises a developing worry for shielding the
environmental factors and a need to save common assets, by different material
which territory unit reused or waste materials during this examination, an
investigation was applied on the work of reused elastic tires as a fractional
substitution for coarse Aggregates in Concrete development utilizing
provincially reachable waste tires. In the principal a piece of this proposal, the
foundation of the investigation The examination was applied by leading tests
on the Waste materials to see their properties and reasonableness for the
analysis. Concrete Was prepared comprising of 3 Concrete evaluations (M20
and M25). The examples were made with extent substitutions of the coarse
blend by ten, twenty five and fifty endeavor elastic blend. Besides, an
orientation join with no substitution of the coarse blend was made to make a
similar examination. The arrangements of tests led are; droop, unit weight,
compressive quality, lastingness, sway obstruction and flexural quality tests.
the data collection was predominantly upheld the tests led on the prepared
examples inside the research center. The check results were contrasted and
the few run of the mill Concrete properties and show that there's a rebate in
compressive quality of the Concrete as a result of the consideration of elastic
Aggregates. yet this could constrain its utilization in some auxiliary
applications, it has hardly any alluring attributes like lower thickness, higher
effect opposition, expanded versatility, and a little increment in flexural
quality inside the lower compressive quality Concrete classifications. the
outcomes demonstrate that it's capability to utilize reused elastic tires in
Concrete development as a halfway swap for coarse Aggregates. no different,
the extent of substitution should be confined to a minor amount and
furthermore the application should be limited to express cases any place the
improved properties due to the elastic Aggregates zone unit entrancing.
How to cite this paper: Anuj Nehra | Er.
Nitin Thakur "A Review on Study the
Behaviour of Concrete using Waste Tires
Chips" Published in
International Journal
of Trend in Scientific
Research
and
Development (ijtsrd),
ISSN:
2456-6470,
Volume-4 | Issue-6,
IJTSRD33419
October
2020,
pp.469-471,
URL:
www.ijtsrd.com/papers/ijtsrd33419.pdf
Copyright © 2020 by author(s) and
International Journal of Trend in Scientific
Research and Development Journal. This
is an Open Access article distributed
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Commons Attribution
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KEYWORDS: Sugarcane Bagasse Ash, Workability, Compressive Strength,
Compaction Factor, Slump Test
INTRODUCTION
Concrete is the most commonly used construction medium
in the world. For most infrastructures, including
manufacturing, retail, residential and military buildings,
dams, power plants and transportation networks, concrete
quality and reliability plays a critical position. Concrete is the
biggest single manufacturing product in the world and
accounts for over 6 billion metric tons of materials each year.
However, so far, concrete building has concentrated largely
on the usage of virgin natural capital. In the meantime it is
worth remembering the natural resource management
concepts and it is also necessary to look at the numerous
alternatives. The process for recycling lies in between. That
is a twofold gain. One is to prevent the degradation of
precious natural resources and the other is to safeguard
numerous consumer items from their serious risks to the
ecosystem. It has been well known that about 1 billion used
car tires are made worldwide per year. In addition to that,
traditional methods of recycling tyres like a shoe making
material and other devices are now decreasing in our region.
It is considered one of the main environmental problems
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affecting societies all over the planet, as waste rubber is not
readily biodegradable even after long stretches of landfill
service. Recycling is the best way of handling used tyres
worn out in anticipation of reuse. The usage of scrap tyres
can minimize effects on the atmosphere and enhance the
protection of natural capital. One possible response to this
dilemma is the incorporation of rubber particles into
cement-dependent goods. Hundreds of crumb rubber
products may be crushed to recycle tires for use in raw
materials.
The other aspect of the issue is that aggregate production is
increasingly contributing to the depletion of natural
resources for building purposes. In addition, some countries
rely on imported aggregates and that is obviously very
costly. The Netherlands, for example, does not have its own
measure, so will import it. This concern leads to increased
interest in using sustainable materials which can replace
natural aggregates.
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Historical development
Rubber aggregates are produced using two general
processing technologies: mechanical grinding or cryogenic
grinding by reducing the scrap tires to aggregate sizes. The
most prevalent method is mechanical grinding This method
requires the use of a variety of grinding methods known as
'cracker mills' and 'granulators' to manually break down the
rubber shred into small particle sizes that differ from many
centimeters to fractions of one centimeter . The steel bead
and wire mesh in the pneumatic tires are magnetically
shielded from the crumb and the sieve shakers separate the
fibe. The cooled rubber is highly fragile and is fed directly
into a compressed, closed loop hammer-mill to be broken
into small fragments with the fiber and steel separated in the
same manner as mechanical grinding. The entire cycle takes
place without oxygen and the oxidation of the surface is not a
concern. The crumb rubber produced from the process is not
altered from the original content, due to the low temperature
used in the process. Chips were available at the early stages
of research related to the use of recycled tires, and much of
the time the samples included steel wires and polyester
fibers. With the technical advancements the recyclers are
now able to eliminate both wires and polyester fibers.
Shredded tires may be used for dirt, foundations, and
pavements as filler material. Crumbed or pulverized tire
rubber, among others, may be mixed with other polymeric
material to form mats, playground tiles, or road barriers.
This may be used by itself as an aggregate for pavements in
asphalt or concrete mixes. Similar to asphalt recycling, one
solution is to replace some of the aggregate with pulverized
tire rubber or shredded tires in concrete mixes. The concept
of using tires as aggregates initially originated from the
explanation that they have physical properties that can be
substituted by existing materials, or because their properties
give an advantage over existing materials. Concrete may be
made from used rubber tires by replacing some of its fine or
coarse aggregate with granulated rubber crumbs. Via a
method of cutting the tire rubber these granulated rubber
crumbs are created in order to produce crumbs small
enough to cover an aggregate as fine as sand or coarse as
gravel. These concretes is used in the manufacture of
reinforced pavements and bridge frames, and has a greater
frost and ice thawing resistance.
LITERATURE REVIEW
1. Sldin and Renouci (2016) Good esthetic qualities of
rubberized concrete have been documented. The
finished surfaces were similar in style to ordinary
concrete and had little trouble finishing the wall.
However, the authors indicated that mixes with large
rubber aggregates needed further work to smooth the
finished region. Furthermore, researchers find that the
rubberized concrete color differed significantly from
that of standard concrete..
2. B.K Khan (2017) They noticed a decline in slump by
overall aggregate volume, with an improved rubber
aggregate material. Their findings indicate that the
downturn was near to zero for rubber aggregate content
of 40 per cent by overall aggregate volume and the
concrete was not manually workable. They had to
compress those mixtures using a mechanical vibrator.
However, mixtures of fine crumb rubber is more
workable than mixtures with either coarse rubber
aggregate or a combination of crumb rubber and tire
chips.
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3. Sue (2014) provided an summary of some of the
research reported on the use of scrap tyres in concrete
development. Studies display strong workable concrete
mixtures with the potential to render scrap-tire rubber.
4. Eldin (2018) stated that the Rubberised concrete lots
generally displayed satisfactory handling, positioning
and finishing efficiency. However, they observed that
raising the size or percentage of the rubber aggregate
decreased the workability of the combination and, thus,
decreased the slump values received. They also
observed that the assessed slump has been determined
by the size and nature of the rubber aggregate
(mechanical grinding creates large angular particles).
The slump values were lower for large, angular rubber
aggregate mixes than those for mixes comprising
circular rubber aggregate. Round rubber aggregate has a
lower surface area to volume ratio. Therefore, the
preparation of the aggregates needs less mortar and
leaves more to ensure workability. They indicated that
angular rubber aggregates create an interlocking
framework that prevents the usual concrete flow under
its own weight; thus, less fluidity is seen by these blends.
It's quite possible that the presence of the steel wires
that protruded from the tire chips helped reduce the
workability of the combination.
5. Ali et al. (2017) reported that, when rubber aggregates
were added to concrete, the air content increased
dramatically (up to 14 per cent).
6. Fedrrikl (2016) observed that the air content of
rubberised concrete mixtures increased as rubber
aggregates rose. Although no air-training agent (AEA)
was used in rubberized concrete mixtures, higher air
content relative to AEA control mixtures was calculated
(Fedroff et al 1996). Because of the nonpolar existence
of rubber aggregates and their tendency to capture air in
their jagged surface form, rubberised concrete mixtures
may have a higher air volume. This growth in air void
content would certainly contribute to reduced concrete
performance, as would the presence of air voids in plain
concrete (Benazzouk et al 2007). Since rubber has a
basic gravity of 1.14, it is reasonable to anticipate the
fresh concrete mix to fall instead of float. However, if air
is trapped in the surface of jagged rubber aggregates,
this may cause them to float (Nagdi 1993). In fact this
isolation of particles from rubber aggregates has been
found.
7. Goben et al (2019) published an experimental analysis
incorporating crumb rubber as a fine aggregate into the
Portland cement. The test results indicated differences
in the brittle failure of concrete, indicating that concrete
tests with rubber concrete demonstrated greater
ductility than normal concrete. The findings revealed
significant deformation without the complete
disintegration of the concrete.
8. Charu et al (2017) used dry process waste rubber to
produce rubber cement. The compressive strength of
the rubber concrete was about 89 MPa and 5.5 per cent
of the Poisson ratio, which is the compressive-to-tensile
strength ratio.
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International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470
9. Chung et al (2019) developed rubber cement using dry
process waste rubber. The rubber concrete's
compressive strength was around 89 MPa and the
Poisson value, which is the compressive-to-tensile
strength value, was 5.5%.
Materials and Methodology
The materials used for the preparation of concrete
 Cement
 Fine aggregate
 Coarse aggregate
 Rubber aggregate
 Water
[7] TigistGetaneh, Future Usage Analysis of Available
Structural Concrete Manufacturing Materials, MSc
Thesis, Addis Ababa, 2012.
REFERENCES
[1] Chou L. H., K. L. Chun, J. R. Chang. Moreover, Lee M. T.,
Concrete Added Material Usage of Waste Elastic,
Taiwan: Waste Management and Science, Vol. 25
Number 1, 2017.
[2] Colorado: Rocky Mountain Building, 2014. Carol
Carder, Rubberized Concrete.
[3] arnet J. What's more, Recycling and Secondary
Aggregates Associates Ltd, Dublin, 2014.
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Unique Paper ID – IJTSRD33419
[5] Shewaferaw Dinku, Use of Produced Sand In Concrete
Production: Test Results And Cost Analysis, MSc Thesis,
Addis Abeba, 2016.
[6] The US Department of Transportation Federal Highway
Administration, http://www.fhwa.dot.gov,2018.
To investigate the properties and suitability 0f the fine
aggregate for the intended application, the following tests
were carried out.
 Workability
 Slump Test
 VeBe Test
 Compressive strength.
 Flexural Strength
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[4] Cairns R. What's more, Kenny M. J., The Concrete
Building Usage of Recycled Rubber Tires, Glasgow:
Onyx Environmental Trust 2014.
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[8] Michelle Danko, Edgar Cano and Jose Pena, Purdue
University Calumet, 2016, Use of Recycled Tires as a
Partial Substitution of Coarse Aggregate in Concrete
Manufacturing. Ababa: Environmental improvement
activity Ethiopia, 2001.
[9] Naik T. R. Rafat Siddique, Concrete Property Containing
Scrap Tire Elastic An Analysis, Milwaukee, 2012.
[10] Felipe J. A., Jeannette Santos, Concrete Application of
Recycled Polymers and Rubbers, Florida, 2014.
[11] Michael Abbott, Sport And Play Crumb Rubber,
Dundee, 2001.
[12] Ling T. C. what's more, Crumb Rubber Concrete Paving
Blocks with and without Surface Facing, Kuala lumpur,
2016.
[13] Yunping Xi, Yue Li, ZhaohuiXie, and Lee J.S., Concrete
Waste (Waste Glass and Rubber Particles) Use
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