The document describes an experimental study on using industrial waste to improve the strength and durability of concrete. It discusses replacing natural aggregates with waste tire rubber in concrete. Previous research found reductions in mechanical properties but improvements in durability. The study aims to investigate properties of rubberized concrete and determine an optimum replacement level of aggregates. Tests will be conducted on concrete mixtures with 0-50% coarse aggregate replaced by treated waste rubber to evaluate compressive strength and workability. The results could provide a more sustainable and cost-effective concrete production method while reducing waste.
The geopolymer cement is formed by polymerization process which involves the reaction between an aluminosilicate source material such as fly-ash, GGBS, etc. with an alkaline activator solutions.
High volume fly ash concrete is a concrete where a replacement of about 35% or more of cement is made with the usage of fly ash.
Fly ash concrete is an eco-friendly construction material in which fly ash replaces a part of Portland cement.
The geopolymer cement is formed by polymerization process which involves the reaction between an aluminosilicate source material such as fly-ash, GGBS, etc. with an alkaline activator solutions.
High volume fly ash concrete is a concrete where a replacement of about 35% or more of cement is made with the usage of fly ash.
Fly ash concrete is an eco-friendly construction material in which fly ash replaces a part of Portland cement.
Concrete is a major waste in construction Industry. It needs to be recycled to make a waste free environment. So how concrete is recycled, which type of concrete can be recycled, where it can be used is mentioned in this ppt.
It is a seminar Report on the Topic of Autoclaved Aerated Concrete Bricks (AAC).This is a brick which is not a clay brick, it is a brick whose main constituent is Fly ash and cement. This seminar report is Prepared by a B.Tech Student of final year of Civil Engineering, pursuing B.tech from Abdul Kalam Technical Institute, Lucknow.
In this report the student tries to give a brief knowledge about the Concrete brick and its present life Exploration with cost analysis and merit demerits.
Geopolymer cement concrete is made from utilization of waste materials such as fly ash and ground granulated blast furnace slag (GGBS). Fly ash is the waste product generated from thermal power plant and ground granulate blast furnace slag is generated as waste material in steel plant.
geopolymer concrete ppt
geopolymer concrete journals
geopolymer concrete pdf
making geopolymer concrete
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In this paper, the authors have discussed about the replacement of aggregates by discarded tyre rubber. This type of concrete is known as “Rubcrete”. It will cover the problems with the natural aggregate and also the reasons behind the use of rubber. The types of tyre rubber that are used, influence of size and content of rubber on concrete, effect of surface texture are discussed. Change in the properties of rubcrete over the conventional concrete, in hardened and fresh state such as slump, unit weight, air content, plastic shrinkage, mechanical strength been discussed. Paper covers the mechanisms behind the strength change, impact resistance, heat and sound insulation, freezing and thawing resistance of rubcrete. At the last, discussion on applications of rubcrete.
The reduced CO2 emissions of Geopolymer cements make them a good alternative to Ordinary Portland Cement.
Produces a substance that is comparable to or better than traditional cements with respect to most properties.
Geopolymer concrete has excellent properties within both acid and salt environments
Low-calcium fly ash-based geopolymer concrete has excellent compressive strength and is suitable for Structural applications.
It is special type of concrete that can take the bending stresses.
It consist of special type of materials that makes it flexible. It was developed by the Professor Victor Li at the University of Michigan.
Its engineering name is Engineered Cementitious Composite (ECC).
It exhibits the property of a ductile material instead of a brittle material which is shown by the conventional concrete.
This material can bring the revolution because of its some special quality such as flexibility, self-healing, lighter weight, etc. In some countries such as Japan, Korea, U.S.A, etc the flexible concrete is used in many structure.
But in India it is still a new material and requires proper research for its use in India.
Soon we may saw the use of flexible concrete in many structure.
For more info Visit this link: http://civildigital.com/all-about-flexible-concrete-bendable-concrete-engineered-cementitious-composite-ecc/
Image Courtesy:
https://3c1703fe8d.site.internapcdn.net/newman/gfx/news/hires/2016/1-newbendablec.jpg
The concrete which is made from the industrial wastes and eco-friendly is the green concrete.Green will reduce 10% of CO2 emission which will reduce the global warming, which is one of the reason for world's destruction.Since it is made from the industrial wastes it is very cheap and durable.
To Study the Behavior of Fresh and Hardened Concrete by Using Waste Rubber as...ijtsrd
This report presents a study on the effect of partial replacement of coarse aggregates by rubber tyre aggregates on the property of concrete. Utilizing the waste rubber tyers in the form of aggregates as reinforcement in the concrete solve the problem of disposing the waste and increase the flexural strength of concrete. Different tests were conducted on the concrete with varying percentage of rubber tyre aggregates and comparing those results with normal concrete. Data presented includes workability, compressive strength, split tensile strength, flexure tensile strength and flexibility. This report describes an experimental study on mixing rubber aggregates with concrete at different mixing ratios (0, 5, 10, and 15) % by weight of coarse aggregates. The tests conducted were workability, compressive strength, split tensile strength, flexure tensile strength. Though there is decrease in compressive strength, workability, split tensile strength, flexural strength and flexibility get increased. Taweel Awzal | Masoom Raza"To Study the Behavior of Fresh and Hardened Concrete by Using Waste Rubber as Partial Replacement of Coarse Aggregates" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-1 | Issue-5 , August 2017, URL: http://www.ijtsrd.com/papers/ijtsrd2411.pdf http://www.ijtsrd.com/engineering/civil-engineering/2411/to-study-the-behavior-of-fresh-and-hardened-concrete-by-using-waste-rubber-as-partial-replacement-of-coarse-aggregates/taweel-awzal
Concrete is a major waste in construction Industry. It needs to be recycled to make a waste free environment. So how concrete is recycled, which type of concrete can be recycled, where it can be used is mentioned in this ppt.
It is a seminar Report on the Topic of Autoclaved Aerated Concrete Bricks (AAC).This is a brick which is not a clay brick, it is a brick whose main constituent is Fly ash and cement. This seminar report is Prepared by a B.Tech Student of final year of Civil Engineering, pursuing B.tech from Abdul Kalam Technical Institute, Lucknow.
In this report the student tries to give a brief knowledge about the Concrete brick and its present life Exploration with cost analysis and merit demerits.
Geopolymer cement concrete is made from utilization of waste materials such as fly ash and ground granulated blast furnace slag (GGBS). Fly ash is the waste product generated from thermal power plant and ground granulate blast furnace slag is generated as waste material in steel plant.
geopolymer concrete ppt
geopolymer concrete journals
geopolymer concrete pdf
making geopolymer concrete
diy geopolymer concrete
geopolymer concrete price
geopolymer solutions
geopolymer cement recipe
In this paper, the authors have discussed about the replacement of aggregates by discarded tyre rubber. This type of concrete is known as “Rubcrete”. It will cover the problems with the natural aggregate and also the reasons behind the use of rubber. The types of tyre rubber that are used, influence of size and content of rubber on concrete, effect of surface texture are discussed. Change in the properties of rubcrete over the conventional concrete, in hardened and fresh state such as slump, unit weight, air content, plastic shrinkage, mechanical strength been discussed. Paper covers the mechanisms behind the strength change, impact resistance, heat and sound insulation, freezing and thawing resistance of rubcrete. At the last, discussion on applications of rubcrete.
The reduced CO2 emissions of Geopolymer cements make them a good alternative to Ordinary Portland Cement.
Produces a substance that is comparable to or better than traditional cements with respect to most properties.
Geopolymer concrete has excellent properties within both acid and salt environments
Low-calcium fly ash-based geopolymer concrete has excellent compressive strength and is suitable for Structural applications.
It is special type of concrete that can take the bending stresses.
It consist of special type of materials that makes it flexible. It was developed by the Professor Victor Li at the University of Michigan.
Its engineering name is Engineered Cementitious Composite (ECC).
It exhibits the property of a ductile material instead of a brittle material which is shown by the conventional concrete.
This material can bring the revolution because of its some special quality such as flexibility, self-healing, lighter weight, etc. In some countries such as Japan, Korea, U.S.A, etc the flexible concrete is used in many structure.
But in India it is still a new material and requires proper research for its use in India.
Soon we may saw the use of flexible concrete in many structure.
For more info Visit this link: http://civildigital.com/all-about-flexible-concrete-bendable-concrete-engineered-cementitious-composite-ecc/
Image Courtesy:
https://3c1703fe8d.site.internapcdn.net/newman/gfx/news/hires/2016/1-newbendablec.jpg
The concrete which is made from the industrial wastes and eco-friendly is the green concrete.Green will reduce 10% of CO2 emission which will reduce the global warming, which is one of the reason for world's destruction.Since it is made from the industrial wastes it is very cheap and durable.
To Study the Behavior of Fresh and Hardened Concrete by Using Waste Rubber as...ijtsrd
This report presents a study on the effect of partial replacement of coarse aggregates by rubber tyre aggregates on the property of concrete. Utilizing the waste rubber tyers in the form of aggregates as reinforcement in the concrete solve the problem of disposing the waste and increase the flexural strength of concrete. Different tests were conducted on the concrete with varying percentage of rubber tyre aggregates and comparing those results with normal concrete. Data presented includes workability, compressive strength, split tensile strength, flexure tensile strength and flexibility. This report describes an experimental study on mixing rubber aggregates with concrete at different mixing ratios (0, 5, 10, and 15) % by weight of coarse aggregates. The tests conducted were workability, compressive strength, split tensile strength, flexure tensile strength. Though there is decrease in compressive strength, workability, split tensile strength, flexural strength and flexibility get increased. Taweel Awzal | Masoom Raza"To Study the Behavior of Fresh and Hardened Concrete by Using Waste Rubber as Partial Replacement of Coarse Aggregates" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-1 | Issue-5 , August 2017, URL: http://www.ijtsrd.com/papers/ijtsrd2411.pdf http://www.ijtsrd.com/engineering/civil-engineering/2411/to-study-the-behavior-of-fresh-and-hardened-concrete-by-using-waste-rubber-as-partial-replacement-of-coarse-aggregates/taweel-awzal
AN EXPERIMENTAL STUDY ON PARTIAL ADDITION OF RECYCLED RUBBER TYRES AS REPLACE...IAEME Publication
Concrete, being one of the widely used construction materials in the world in
which cement and aggregate are termed to be inevitable components that are used to
manufacture it. The increase in consumption of natural resources led to demand in
higher rate where parallel to the utilization of the natural resources emerged out as a
destructive concern inthe environment. In order to protect it the only way defined to
preserve natural resources (say aggregate) is by incorporating alternative materials
say recycled or waste elements in rubber form. In this study, we have carried out an
experimental procedure adopting recycled rubber tyres as a partial replacement for
coarse aggregate to manufacture concrete tyres. Pretreating has of one with sodium
hydroxide solution to modify its surface and interfacial transition zone allowing the
rubber to adhere with cement paste. The cycle tyres were taken and its surface were
treated with a saturated aqueous solution for 20 minutes, washed in running water
and left air dry. Then the coarse aggregates were partially replaced with rubber tyres
in different percentage’s say 5%, 10%, 20% and 30% of its total volume. Prior to that
we have prepared a control mix without any replacement of coarse aggregate to draw
a comparative study. For each and every proportion of tyre mix-concrete cubes,
cylinders were prepared and cast and properties such as slump value, compressive
strength, split tensile strength, and flexural strength are determined and a comparison
has been made
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
Advantages of Concrete Mixing with Tyre RubberIJERA Editor
Strong waste administration is one of the major natural concerns everywhere throughout the world. Tire-rubber particles made out of tire chips, piece elastic, and a mix of tire chips and scrap elastic, where utilized to supplant mineral totals in cement. These particles were utilized to supplant 10% , 15% , 20%, and 25% of the aggregate mineral totals volume in cement.Using rubber aggregates in such applications can help to prevent pollution and overcome the problem of storing used tyres. Advantages if using rubber aggregates to replace and coarse aggregates is that waste rubber that is expensive to store and is a hazard, can be reused
Partial Replacement of Cement by Saw Dust Ash in Concrete A Sustainable ApproachIJERD Editor
Concrete industry is one of the largest consumers of natural resources due to which sustainability of concrete industry is under threat. The environmental and economic concern is the biggest challenge concrete industry is facing. In this paper, the issues of environmental and economic concern are addressed by the use of saw dust ash as partial replacement of cement in concrete. Cement was replaced by Saw Dust Ash as 5%, 10%, 15% and 20% by weight for M-25 mix. The concrete specimens were tested for compressive strength, durability (water absorption) and density at 28 days of age and the results obtained were compared with those of normal concrete. The results concluded the permissibility of using Saw Dust Ash as partial replacement of cement up to 10% by weight for particle size of range 90micron.
Experimental Study on Concrete with Waste Granite Powder as an AdmixtureIJERA Editor
Granite fines which are the byproduct produced in granite factories while cutting huge granite rocks to the desired shapes. Granite fines are used as a filler material in the concrete, replacing the fine aggregate which will help in filling up the pores in the concrete. Filling up of the pores by granite fines increase the strength of the concrete and also a material which is abundantly to investigate the strength behavior of concrete with use of granite fines as an additive. Concrete is prepared with granite fines as a replacement of fine concrete in 4 different propositions namely 2.5%, 5%, 7.5% and 10% and various tests such as compressive strength, split tensile strength and flexural strength are investigated and these values are compared with the conventional concrete without the granite fines. It was observed that substitution of 7.5% of cement by weight with Granite fines in concrete resulted in an increase in compressive strength for both 7 & 28 days to 33.14 & 43.40 N/mm2 compared to 23.26 & 39.41 N/mm2 of conventional concrete. Tensile strength too followed a similar pattern with a 7.5% substitution with granite fines increasing the tensile strength for 7 & 28 days to 2.87 &4.19 N/mm2 compared with a 2.4 & 3.4 N/mm2 of conventional concrete. However flexure strength of 7.5% granite fine replacement exhibited a good improvement of flexural strength for 28 days to 6.34 N/mm2compared to a 3.35 N/mm2 of conventional concrete. Further investigations revealed that to attain the same strength of conventional concrete a 10% substitution with granite fines is effective. So it can be concluded that when locally available granite is a good partial substitute to concrete and improves compressive, tensile and flexure characteristics of concrete, while simultaneously offsetting the overall cost of concrete substantially.
A Research on Study the Behaviour of Concrete using Waste Tires Chipsijtsrd
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 theres 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 its 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. Anuj Nehra | Er. Nitin Thakur "A Research 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 , October 2020, URL: https://www.ijtsrd.com/papers/ijtsrd33447.pdf Paper Url: https://www.ijtsrd.com/engineering/civil-engineering/33447/a-research-on-study-the-behaviour-of-concrete-using-waste-tires-chips/anuj-nehra
Analysis of Characteristics Behaviour use of Locally Materials in Highway Sub...ijtsrd
Concrete is strong in compression but weak in tension and brittle also. Cracks also start forming as soon as the concrete is placed. These above said drawbacks don't permit the use of normal concrete in pavements as they lead to a lack of ductility along with fracture and failure. These weaknesses in concrete can be mitigated by using fibers as reinforcement in the concrete mix. Waste materials in the form of polyethylene and tires cause environmental pollution which leads to various health problems. Polyethylene and waste tires can be reused and used efficiently in the concrete as reinforcement in the fiber form. Polyethylene is a synthetic hydrocarbon polymer which can improve the ductility, strength, shrinkage characteristics. This study deals with the effects of addition of polyethylene fiber on the properties of concrete. In this study, Polyethylene and tire fibers were cut into the size of 25mm x 8mm and they were used 1.5 each by volume. Grades of concrete used were M 30, M 35 and M 40. IRC 44 2008 was followed for the design of concrete mix. In this study, the results of the strength properties of Polyethylene fiber reinforced concrete have been presented. Four point bending and double shear test were performed in the laboratory for flexure and shear strength determinations. There was seen an increase of 18 in the 28 day compressive strength along with an increase of 39 in flexure Strenght and 32 in shear strength. It is also found that 22 reduction in the four point bending test and 36 reduction in deflection by double shear tests were initiated out from the experiments. Theoretical analysis of deflection was carried out with the help of energy methods. Practical values were verified with the theoretical values within the allowable limits. Finally, it is concluded that polyethylene and tire used efficiently in reinforced cement concrete. Amit Kumar Bhobria | Er Nitin Thakur "Analysis of Characteristics Behaviour use of Locally Materials in Highway Subgrade" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-1 , December 2019, URL: https://www.ijtsrd.com/papers/ijtsrd29872.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/29872/analysis-of-characteristics-behaviour-use-of-locally-materials-in-highway-subgrade/amit-kumar-bhobria
Experimental Study of Partial Replacement of Cement in Concrete with Marble D...YogeshIJTSRD
The advancement of concrete technology is abridging the usance of natural and energy asset, and lessen the pollution of environment by the industrial waste. Marble is a metamorphic rock, resulting from the transformation of pure lime stone. Marble dust is generated in stone processing plants which pollute the environment and affect the humans directly or indirectly. Marble is industrially processed by being cut, polished and used for decorative purpose and thus, economically variable. During cutting process, 20 30 of a marble block becomes waste marble powder. Krishnendra Kumar Shukla | Hirendra Pratap Singh "Experimental Study of Partial Replacement of Cement in Concrete with Marble Dust and Recron Fibre as Admixture" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-3 , April 2021, URL: https://www.ijtsrd.com/papers/ijtsrd38703.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/38703/experimental-study-of-partial-replacement-of-cement-in-concrete-with-marble-dust-and-recron-fibre-as-admixture/krishnendra-kumar-shukla
Analysis on concrete made from over burned bricksIJARIIT
Concrete is a composite material used for the ground that all considerate designing structure is developed with concrete
in an efforts to find an alternative material in concrete much work has been focused to use brick aggregates in producing normal
strength or even higher strength by far the most common course aggregates used in concrete is obtained from natural rock, but
type of rock suitable for concrete making is not available locally and everywhere. However, there is hardly any literature
producing previous concrete using bricks chips as course aggregates. The research was conducted to study the suitability crushed
over burnt bricks as alternative course aggregates for concrete production. The concrete cube beams and cylinders of M-25, M-
30, and M-35 grade were thrown in this trail explore work and try to analyze different properties of concrete with crushed over
burnt bricks as an alternative material. The physical properties like compressive strength, tensile strength, flexural strength and
workability with alternative material was used with a dosage of 10%, 20% and 30% in concrete with the age of 7, 14, 28 and 50
days of curing. The general properties of fresh and hardened concrete were tried and the outcomes were dissected. Over Burnt
bricks were casted and tested for compressive strength, tensile strength, flexural strength, and workability. The result shows that
the aggregate that concrete derived from Over Burnt bricks aggregate attained lower strength than the regular concrete. More
detailed and elaborated work is recommended with different mix ratio and a different proportion of Over Burnt aggregates for
a better conclusion.
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June 3, 2024 Anti-Semitism Letter Sent to MIT President Kornbluth and MIT Cor...Levi Shapiro
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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”
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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
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.
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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.
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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
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•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-
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Sr. no. Test Results
1 Fineness Modulus 3.78
2 Impact Value
3 Abrassion Value
4 Crushing Value
22. •Future Work
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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.
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•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.
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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.
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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
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