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FINAL YEAR MINOR PROJECT
Mechanical Properties of Concrete Using Crumb
Rubber in Replacement of Fine Aggregates
Presented by :
 Members:
 Sunil Dogra(13UCE130)
 Suresh Thakur(13UCE063)
 Nikhil Attri(13UCE139)
 Kapil Rana (13UCE129)
 Dhani Ram (13LCE003)
INTRODUCTION
Rubber is a naturally occurring polymer, and a
very good one, when added to concrete it will
increase its elasticity, decrease its brittle point
and increase its softening point .
In General , the purpose of addition of the
rubberized materials to concrete is to improve
its properties and to study its effect on
workability.
OBJECTIVES
The objective of this study is to show the effect
of adding rubber to concrete to improve the
properties of concrete . and the effect of
adding rubber as an admixture on the
workability , strength of concrete, water
absorption and thermal insulation.
The benefits of the addition of rubber too , to
minimize the risk of pollution, and to study the
deformation properties of Portland cement
concrete with rubber waste additive.
Literature review
 SALEEM SHTAYEH studied the Utilization
of waste tires in the Production of non –
structural Portland cement concrete .The
study showed that the compressive
strength decreases as percent of crumb
waste tires increases .
MATERIAL USED
The materials used in this
research work are :
 1- Normal Portland cement .
 2- Natural Coarse aggregate .
 3- Natural Fine aggregate
 4- Water ( fresh drinkable
water ) .
 5- Rubberized materials
(crumb rubber ) .
Activities Done
 Do Literature Survey related to the Project.
 VariousTests are done on the material used
 M2o concrete mix are used to make the
samples
 Cubes, cylinders and beam samples are casted
for calculating Compressive Strength, tensile
strength and flexural strength of Concrete with
Cement andWaste Material.
 Comparison done between the Compressive
Strength calculated by Cement and Waste
Material.
ACTIVITIES DONE
*MIXING OF CONCRETE
PREPARING OF MOULDS
VIBRATOR USED FOR
COMPACTION
CONCRETE SAMPLES
CURING OF SAMPLE
COMPRESSIVE STRENGTH TESTING
TENSILE STRENGTH TESTING
Flexural strength testing
Conclusion
 1. Compressive strength decreases as the percent of waste crumb tire
replacement increases.
 2. Slump test results decreases as the percent of waste crumb tire
replacement increases.
 3. Density decreases as the percent of waste crumb tire
replacement increases.
 4.Thermal insulation increases at 50% replacement and then starts
to decreases as waste crumb tires increases.
 5.Water absorption decreases as the percent of waste crumb tire
replacement increases.
 The durability tests like corrosive resistance,
sulphate attack tests can be taken up. Mortar
properties of all the mix can be studied. Study
can be made to determine strength parameters
of cement with crumb rubber as fine aggregate
and mineral admixture like fly ash and Ground-
granulated blast-furnace slag ( GGBS ).
 In future research following points can be taken-
 a)Tyre Powder can be used as fine aggregate.
 b)Tyre chips can be replaced by same size of
coarse aggregate.
FUTURE SCOPE
THANKYOU

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Final Year Project To find the Mechanical Properties of Concrete Using Crumb Rubber in Replacement of Fine Aggregates

  • 1. FINAL YEAR MINOR PROJECT Mechanical Properties of Concrete Using Crumb Rubber in Replacement of Fine Aggregates
  • 2. Presented by :  Members:  Sunil Dogra(13UCE130)  Suresh Thakur(13UCE063)  Nikhil Attri(13UCE139)  Kapil Rana (13UCE129)  Dhani Ram (13LCE003)
  • 3. INTRODUCTION Rubber is a naturally occurring polymer, and a very good one, when added to concrete it will increase its elasticity, decrease its brittle point and increase its softening point . In General , the purpose of addition of the rubberized materials to concrete is to improve its properties and to study its effect on workability.
  • 4. OBJECTIVES The objective of this study is to show the effect of adding rubber to concrete to improve the properties of concrete . and the effect of adding rubber as an admixture on the workability , strength of concrete, water absorption and thermal insulation. The benefits of the addition of rubber too , to minimize the risk of pollution, and to study the deformation properties of Portland cement concrete with rubber waste additive.
  • 5. Literature review  SALEEM SHTAYEH studied the Utilization of waste tires in the Production of non – structural Portland cement concrete .The study showed that the compressive strength decreases as percent of crumb waste tires increases .
  • 6. MATERIAL USED The materials used in this research work are :  1- Normal Portland cement .  2- Natural Coarse aggregate .  3- Natural Fine aggregate  4- Water ( fresh drinkable water ) .  5- Rubberized materials (crumb rubber ) .
  • 7. Activities Done  Do Literature Survey related to the Project.  VariousTests are done on the material used  M2o concrete mix are used to make the samples  Cubes, cylinders and beam samples are casted for calculating Compressive Strength, tensile strength and flexural strength of Concrete with Cement andWaste Material.  Comparison done between the Compressive Strength calculated by Cement and Waste Material.
  • 9. PREPARING OF MOULDS VIBRATOR USED FOR COMPACTION
  • 15. Conclusion  1. Compressive strength decreases as the percent of waste crumb tire replacement increases.  2. Slump test results decreases as the percent of waste crumb tire replacement increases.  3. Density decreases as the percent of waste crumb tire replacement increases.  4.Thermal insulation increases at 50% replacement and then starts to decreases as waste crumb tires increases.  5.Water absorption decreases as the percent of waste crumb tire replacement increases.
  • 16.  The durability tests like corrosive resistance, sulphate attack tests can be taken up. Mortar properties of all the mix can be studied. Study can be made to determine strength parameters of cement with crumb rubber as fine aggregate and mineral admixture like fly ash and Ground- granulated blast-furnace slag ( GGBS ).  In future research following points can be taken-  a)Tyre Powder can be used as fine aggregate.  b)Tyre chips can be replaced by same size of coarse aggregate. FUTURE SCOPE