Experimental study on strength and durability properties of concrete by using industrial waste

1. “Experimental study on strength and durability
properties of concrete by using industrial waste”
1
Chauhan Hardik K. 110680106021
Patel Rajan A. 130680106032
Patel Vikram B. 130680106034
Sindhi Harish I. 130680106043
Vaghela Lalit P. 130680106050
Guided By :-
Ms. Priya Patel

2. Flow of Proportion
Introduction
Literature review
Research gap
Aims and objectives
Scope of the work
Experimental programme
Conclusion
Reference & Papers
2

3. INTRODUCTION
• Concrete= Cement+Aggregate+Sand+Water The most beautiful resources
on the earth. It is second most consumed material on the earth.
• Due to the high in demand of natural resources our engineers & architect
has growing interest in sustainable development by choosing alternative of
natural resources.
• In 1950 consumption of concrete was around 2 million tones but at present
it is increased to the 20 million tones.
• Leaving the waste materials to the environment directly can cause
environmental problem. Hence the reuse of waste material has been
emphasized. Waste can be used to produce new products or can be used as
admixtures so that natural resources are used more efficiently and the
environment is protected from waste deposits.
3

4. • Main Environmental problems in Concrete sector are:
1) Global Warming
2) Resource depletion
3) Waste Disposal
 Advantage of rubberized concrete :-
1. Comparatively lesser production cost.
2. Reduction of municipal solid wastes being land filled .
3. Cutting of rocks can be reduce.
4

5. Consumption of Natural Resources on Earth :-
Resources Consumption (billion tone)
Aggregates 20
Steel production 0.7
Gold production 1
Wood 3
Other 1.3
Total 26
CO2 emission from aggregate production is 160 million tones.
5

6. Benefits of use of Replaced Aggregates with Rubber :-
• Providing sustainability.
• Reduce the amount of material that would be delivered to a landfill.
• Using recycled materials as gravel reduces the need for gravel mining.
• Using replace aggregate with rubber in concrete as the base material
for roadways.
6

7. Literature Review
7

8. Sr. No. Title of paper Name of Author Publication/ Year
1. Experimental Study on Concrete by
Partial Replacement of Fine Aggregate
with Crumb Rubber.
A Mansoor Ali,
A.SARAVANAN
ICETSH/ 2015
Data Related to Paper The paper presents the experimental study on waste rubber tire concrete. Parallel
to the need for protecting the environment and to preserve natural aggregate by
using alternative materials which are recycled or waste materials. The mechanical
and durability properties of concrete with composition of crumb rubber replacing
part of the fine aggregate and cement with silica fume were investigated for M20
grade concrete as per IS10262- 2009.
Test done on sample Properties of aggregates, Workability, compressive strength, split tensile strength of
hardened concrete.
Conclusion Test results indicated that there was a reduction in compressive and split tensile
strength and increase in flexural strength when the rubber content increase.
8

9. Sr. No. Title of paper Name of Author Publication/ Year
2. An Experimental Study on Strength of
Concrete Containing Crumb Rubber with
Alccofine.
Athira Pavithran, T.Ashok
kumar, Minu Anna Johny
IJEDR/ 2015
Data Related to Paper Concrete is one of the most widely used construction material throughout the
world. So each constituents of concrete like aggregate, cement etc. are vital
materials needed for the construction industry. Furthermore, this study
examined the properties of concrete by partially replacing the cement by
Alccofine and fine aggregate by Crumb Rubber (CR) by varying weight
percentages of Alccofine(5%, 10%, 15%) and CR (2%, 4%, 6%, 8%) respectively.
Test done on sample Physical and mechanical properties of aggregates, compressive strength of
concrete.
Conclusion The compressive strength of rubber concrete with alccofine was greater than
that of control mix. This is due to the high pozzolanic reaction of alccofine.
Flexural strength of hardened concrete gradually increases as the percentage of
alccofine increases and the maximum value obtained is at 15%. This is due to
the ultrafine particle size and its high void filling ability.
9

10. Sr. No. Title of paper Name of Author Publication/ Year
3. An Experimental Study on Effect of
Polypropelene Fibres on Self Compacting
Rubberised Concrete.
Megha., Dr. P.
R.SreemahadevanPillai
International Journal of
Research in Advent
Technology/ 2015
Data Related to Paper The worldwide growth of automobile industry and increased use of vehicles lead
to increase in volume of waste tyre rubber. Since, concrete is the most widely used
construction material on earth, sustainable technologies for concrete construction
allow for reduced cost, conservation of resources, utilization of waste materials
and the development of eco-friendly durable concrete.
Test done on sample Split tensile strength, Modulus of elasticity, Abrasion resistance of concrete.
Conclusion The workability increases with increase in the percentage of rubber in place of
normal fine aggregate. The weight of the cube decreases with increase in the
percentage of rubber as fine aggregate. The decrease is up to 4.4%nominal.
10

11. Sr. No. Title of paper Name of Author Publication/ Year
4. Experimental Investigation of the
Mechanical and Durability Properties of
Crumb Rubber Concrete,
Hanbing Liu , Xianqiang
Wang , Yubo Jiao and Tao
Sha
Materials/ 2016
Data Related to Paper Recycling waste tire rubber by incorporating it into concrete has become the
preferred solution to dispose of waste tires. Firstly, the fine aggregate and mixture
were partly replaced by crumb rubber to produce crumb rubber concrete. Finally,
the crumb rubber after pretreatment by six modifiers was introduced into the
concrete mixture
Test done on sample The compressive strength, split tensile strength. Water absorption and specific
gravity of RCAs.
Conclusion Adding crumb rubber into concrete resulted in a significant decrease of the
mechanical properties, but increased the durability. The effect caused by replacing
the mixture with crumb rubber was higher than that caused by fine aggregate
replacement.

12. Sr. No. Title of paper Name of Author Publication/ Year
5. An Experimental Study on Compressive
Strength of Concrete Containing Crumb
Rubber.
Mohammad Reza sohrabi,
Mohammad karbalaie
IJCEE-IJENS/ 2011
Data Related to Paper Addition of rubber to concrete results in the improvement of some mechanical
and dynamical properties, such as more energy adsorption, better ductility, and
better crack resistance. In this paper, the 7- day and 28- day compressive strength
of concretes containing crumb rubber; silica fume and crumb rubber; Nano silica
and crumb rubber; and Nano silica, silica fume and crumb rubber is investigated.
Test done on sample Properties of coarse aggregates, compressive strength, split tensile strength,
elastic modulus, slump value.
Conclusion Addition of silica fume and nano silica had not a significant effect on the 7- day
strength, while the 28- day strength increased relatively. The slump decrease in
concrete mixes containing nano silica was higher than those containing silica
fumes. Addition of rubber to concrete resulted in a more ductile failure. This
behavior indicates that these types of concretes have higher strength and better
energy adsorption capability.
12

13. Research Gap:
• As per stated in above all the research paper in those papers all
researcher doing work by directly use of R.A. by using directly there
is lower quality of aggregates and using them in the concrete there is
decrement in the all strengths.
• So there required to applied some treatments on the R.A. for improve
quality of R.A.
• To production of Concrete there is increase in the overall cost of the
concrete to mitigate the overall cost of concrete we have to take some
action on it.
13

14. Aims and Objectives
• To investigate the physical and mechanical properties of replace aggregate with rubber
generated from heavy vehicle waste tyre.
• To investigate the influence of cement slurry treatment on replace aggregate with
rubber properties.
• To investigative the mechanical properties of replace aggregate with rubber concrete.
• To study on strength and durability properties in partial replacement of aggregate with
rubber in concrete.
14

15. Scope of Work
• In this research work we replaced natural aggregate to the
waste tyre rubber 10 to 30%.
• For used an M20 grade,the ratio is 1:1.5:3.
• This has additional advatage of saving in natural aggregete
used in the production of concrete.
• For this issue,the easiest and cheapest way of decomposing of
the rubber is by burning so its creates smoke pollution and
other toxic emission and it create global warming.This
problem solution is utilized rubber in rubberized concrete.
15

16. Procurement of Material
Source of waste rubber :-
We collect waste rubber from near to the mehsana
automobile’s garage.
The large sized rubber in to smaller pieces by put it in to the
blade cutter or by hand broken and get replace aggregate with
rubber.
Sieve these materials from 20mm and 4.75 mm size sieve.
16

17. Recycled material site photos:-
17

18. 18

19. •Tire use in every year
19

20. •Experimental progrmme
Sr. no. Test Results
1 Fineness Modulus 2.58
2 Specific Gravity 2.31
3 Water Absorption 0.86
4 Silt Content 1.07
20
•Properties of sand (Fine Aggregate)-
•Properties of Coarse Aggregate-
Sr. no. Test Results
1 Fineness Modulus 3.82
2 Specific Gravity 2.67
3 Water Absorption 1.17%
4 Impact Value 19.00%
5 Abrassion Value 23.54%
6 Crushing Value 17.00%

21. •Properties of Waste Rubber-
21
Sr. no. Test Results
1 Fineness Modulus 3.78
2 Impact Value
3 Abrassion Value
4 Crushing Value

22. •Future Work
22
Sr. No. Mix Percentage of
Replacementof Rubber
Waste with Coarse
Aggregate
Result
1. M20 10%
2. M20 20%
3. M20 30%
4. M20 40%
5. M20 50%
Conclusion-
After determining all the properties of coarse aggregates and waste rubber we conclude that it is
prefer to replace C.A. with waste recycled rubber. As per our literature survey also we conclude that
by direct use of waste rubber in to the concrete it is not preferable. So we thought to apply some
treatment on to rubber waste.

23. 23
•Future of Scope of Work-
After collecting all the material we will carry out now testing of
hardened concrete. We will determine compressive strength and
workability properties of conventional concrete and rubber waste
concrete.
We will replace waste rubber with coarse aggregate upto 50% and
find optimum value of replacement. Also we used some plasticizer
in rubber waste concrete to improve the properties of concrete.

24. Conclusion
• The workability increases with increase in the percentage of rubber in
place of normal fine aggregate. The weight of the cube decreases
with increase in the percentage of rubber as fine aggregate. The
decrease is up to 4.4%nominal.
• Addition of silica fume and nano silica had not a significant effect on
the 7- day strength, while the 28- day strength increased relatively.
The slump decrease in concrete mixes containing nano silica was
higher than those containing silica fumes. Addition of rubber to
concrete resulted in a more ductile failure. This behavior indicates
that these types of concretes have higher strength and better energy
adsorption capability.
24

25. • Adding crumb rubber into concrete resulted in a significant decrease
of the mechanical properties, but increased the durability. The effect
caused by replacing the mixture with crumb rubber was higher than
that caused by fine aggregate replacement.
• The compressive strength of rubber concrete with alccofine was
greater than that of control mix. This is due to the high pozzolanic
reaction of alccofine. Flexural strength of hardened concrete
gradually increases as the percentage of alccofine increases and the
maximum value obtained is at 15%. This is due to the ultrafine
particle size and its high void filling ability.
• Test results indicated that there was a reduction in compressive and
split tensile strength and increase in flexural strength when the
rubber content increase.
25

26. •References:
1) www.wikipedia.com
2) http://www.rmrc.unh.edit/
3) wmv.concreterecycling.org
4) http://www.constructionbuildingmaterial.org/
5) http://www.theconstructioninnovationforum.com/aggregates
6) http://www.icivilengineer.com/recycledmaterial
7) http://www.countrymeters.info/en/india
8) Nbmcw.com/articles/concrete/576-use-of-recycled-aggregates-in-concrete-a-
paradigm-shift.html
9) m.thehindu.com/news/cities/
26

27. Papers:
• [[1] PARTIAL REPLACEMENT OF COARSE AGGREGATE BYWASTE TIRES IN CEMENT
CONCRETE, Rahul Mahla, Er. R.P. Mahla.
• [2] To Study on Waste Tyre Rubber as Concrete, Swapnil Jain.
• [3] Study On Waste Tyre Rubber As Concrete Aggregates, Kotresh K.M, Mesfin
Getahun Belachew.
• [4] Experimental Study on Concrete by Partial Replacement of Fine Aggregate
with Crumb Rubber, A.SARAVANAN, A Mansoor Ali.
• [5] Testing of Strength Parameters When Coarse Aggregate is replaced with Scrap
Tyre Rubber in Concrete , Divya Bhavana Tadepalli , Anand ram.K ,srinivas.M &
Srikanth.P.
• [6] An Experimental study on compressive strength of concrete containing crumb
rubber,Mohammad Reza sohrabi, Mohammad karbalaie
27

28. Thank you…..
28