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INTERNATIONAL RESEARCH JOURNAL OF ENGINEERING AND TECHNOLOGY (IRJET) E-ISSN: 2395-0056
VOLUME: 06 ISSUE: 05 | MAY 2019 WWW.IRJET.NET P-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 7616
Prof. Deshmukh Y.R.1, Divekar Pankaj2, gawali Ashwinkumar3, Patil Sujeet4. Salunke Prasad5
1Assitant professor, Department of Civil Engineering, Apcoer, Pune.
2,3,4,5UG Student, Department of Civil Engineering, Apcoer, Pune.
------------------------------------------------------------------------***-----------------------------------------------------------------------
Abstract:- Glass is an amorphous solid that has been found in various forms. Glass is one of the most resourceful substance on
the earth used in many applications. Glass is non-biodegradable material, And once the glass become waste the glass is
disposed as landfill, which is unsustainable as the waste glass does not decompose in environment, So to reduce this waste, it
is necessary to use the waste glass in for making concrete in construction industry. Paper investigate performance of concrete
containing glass pieces as partial replacement of aggregate. Aggregate were replaced by waste of glass pieces by 15%,25% by
M30 grade concrete and the concrete cubes tested for compressive strength at 7,14and 28 days.
Keyword—Waste Glass, Compressive strength, Recycled Waste.
INTRODUCTION1
As we know India is developing country which facing
shortage of post consumed disposal waste, which is very
serious problem. This waste has an impact on
environment. So it is necessary to regarding and use this
waste to prevent environment. This waste includes steel,
glass etc.
For these reasons, the study has conducted through basic
experimental research in order to analyze the possibilities
of crushed waste glass as coarse aggregates in concrete. If
the large amount of waste materials generated is used
instead of natural materials in the construction industry,
there would be some benefits: conserving natural
resources, disposing of waste materials and freeing up
valuable land for other uses.
As we know Concrete is an composite incorporation of
materials consisting of cement, sand, coarse aggregate and
water mixed in an appropriate proportion to obtain the
required strength. The concrete has many advantages such
as good compressive strength, durability, specific gravity
etc. due to which it has proved its efficiency in the field of
construction industry.
So by using this waste glass in concrete mix we can
improve the compressive strength of concrete and reduce
waste from environment.
LITERATURE REVIEW
T.S.Serniabat[1](2014) Concluded was large amount of
natural aggregates, water and sand has been consumed in
1
concrete production and to minimize these use of natural
material he have concentrated on the use of waste
materials as potential alternatives in construction industry
specially in concrete industry. For this aspect it is
necessary of consumption of waste glass beads in concrete
manufacturing to reduce waste and construction cost of
project and to improve the strength of concrete.
G.M. Sadiqul Islam[2] (2016) Concluded that Million tons
of waste was generated yearly all over the world. Once the
glass become waste, glass is disposed as landfill, which is
unsustainable as the waste glass does not decomposed in
environment. To reduce this waste glass should be used as
construction material for making concrete. The
compressive strength test on mortar and concrete were
carried out by using 0-25% glass in which water cement
ratio is kept the same for all replacement by which the
compressive strength test indicates that recycled glass
concrete give better strength.
M.Advaway[3](2015) concluded that waste management
is becoming a serious and major problem for communities
worldwide s the glass is non-biodegradable, is not suitable
for addition for landfill, Due to high consumption of the
construction industry, the utilisation of waste glass as a
partial replacement for aggregate in structural concrete
particularly attractive. For the test three concrete samples
was tested at 7 and 28days, for the glass replacement
proportions of 15,20,25,30 and 40%. the compressive
strength of concrete found to be increased up to level of
30% at which point the strength developed was 9% and
6% higher the control after 7 and 28days respectively.
Honjian Du.[4] (2015)Concluded was pozzolanic reactivity
of waste glass was experimentally studied at cement
Review on Experimental Investigation of Waste Glass Material
as A Partial Replacement of Concrete
INTERNATIONAL RESEARCH JOURNAL OF ENGINEERING AND TECHNOLOGY (IRJET) E-ISSN: 2395-0056
VOLUME: 06 ISSUE: 05 | MAY 2019 WWW.IRJET.NET P-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 7617
replacement by 0,15,30,45 and 60% by its weight. The
result revealed that the compressive strength of concrete
does not decrease by cement substitution after 28 days
because of pozzolanic reaction, the reaction between
cement hydration and glass powers products. The paper
also states that high performance concrete could be
achieved by using glass powder by adding 15% glass
powder by its weight.
T.Agarna5] (2016) Concluded was in order to make
concrete industry sustainable, the use of the waste
material in place of natural resource is one of the best
alternative to prevent environment. The investigation was
conducted to study on viability of using waste glass
aggregate manufacturing of concrete. The aggregate was
replaced by waste of steel and glass as 10,20 and 30% by
M20 grade of concrete. The concrete cubes made from this
replacement were tested for compressive strength at
7,14,28 days in obtain at room temperature. From this
tests it is found that maximum compressive strength test
result show that the replacement of aggregate by glass at
level of 20% by its weight has significant effect on
compressive strength of concrete as compare to normal
concrete sample because of nature of coarse glass.
Sisira Sugunan[6](2016)Concluded that in todays world,
conventional aggregate like river sand are beyond the
reach of majority of population due to non-availability of
natural sand. Therefore it is important to develop a new
type of building material, which integrates green energy
with self sensing properties of functional material.
The majority of waste glass is not being recycled and is the
cause of serious problem such as environmental
population etc. The environmental studies were conducted
in order to analyze the possibilities for recycling
aggregates waste as fine or coarse aggregate in concrete.
The scarcity of building materials like cement and
aggregate along with emission of carbon dioxide during
construction work can be overcome by the use of glass
waste in concrete.
OBJECTIVES
1. To compare performance of regular concrete and glass
concrete.
2. To analyze the effects of waste glass on the strength of
concrete.
3. To reduce harmful impact of waste glass on
environment.
4. To analyse the utility glass particles as a partial
replacement of fine and coarse aggregate in concrete.
Fig 1.Waste glass.
Fig No.2 waste glass powder from glass industry.
Fig No.3 Waste glass concrete blocks.
INTERNATIONAL RESEARCH JOURNAL OF ENGINEERING AND TECHNOLOGY (IRJET) E-ISSN: 2395-0056
VOLUME: 06 ISSUE: 05 | MAY 2019 WWW.IRJET.NET P-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 7618
METHODOLOGY
RESULT AND CONCLUSION
From the study of above literature reviews it is
observed that glass waste has a serious problem which
is arm our environment, so to reduce such effects of
waste glass we can use this glass in construction
industry to make concrete and improve the strength of
the concrete.
Chart 1 shows the 7 days compressive strength in
comparison with 15% replaced aggregate by glass.
And Chart 2 shows the 28 days compressive strength
in comparison with 15% replaced aggregate by glass.
Chart 1
Chart 2
REFERENCES
1. T.S. Serniabat and M.N.N.Khan. (2014).“Use of
waste glass as coarse aggregate in concrete: A
possibilities towards the sustainable building
construction”.World academy of science,
engineering and technology International journal
of civil and environmental
engineering.Vol:8,No:10,2014.03(01)
2. G.M. Sadiqul Islam and M.H.Rehman (2016).
“waste glass powder as partial replacement of
cement for sustainable concrete
practice.”International Research Journal of
sustainable build environment.04(02).
3. M.Adaway. (2015).“Recycled glass as partial
replacement for fine aggregate in structural
concrete-effects on compressive strength.”
International Journal of structural engineering.
02(03).
4. Hongjian Du.. (2014).“Waste glass powder as
cement replacement in concrete” International
Journal of advance concrete technology.
5. T.Agarna and S Durga (2016).“Partial replacement
of coarse aggregate with waste glass pieces and
steel waste” International Journal of engineering
science and computing., 03(03).
6. Sisira Sugunan and Nisha Babu (2013). “study of
translucent glass concrete”International journal of
civil and mechanical engineering.(IOSR).
0
5
10
15
20
25
30
35
0% 5% 10% 15% 20%
CompressiveStrengthinN/mm²
Replacement of Aggregate by Glass in %
Graph of 7 days Compressive
Strength
0
5
10
15
20
25
30
35
40
45
0% 5% 10% 15% 20%
CompressiveStrengthinN/mm²
Replacement of Aggregate by Glass in %
Graph of 28 days Compressive
Strength

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IRJET- Review on Experimental Investigation of Waste Glass Material as a Partial Replacement of Concrete

  • 1. INTERNATIONAL RESEARCH JOURNAL OF ENGINEERING AND TECHNOLOGY (IRJET) E-ISSN: 2395-0056 VOLUME: 06 ISSUE: 05 | MAY 2019 WWW.IRJET.NET P-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 7616 Prof. Deshmukh Y.R.1, Divekar Pankaj2, gawali Ashwinkumar3, Patil Sujeet4. Salunke Prasad5 1Assitant professor, Department of Civil Engineering, Apcoer, Pune. 2,3,4,5UG Student, Department of Civil Engineering, Apcoer, Pune. ------------------------------------------------------------------------***----------------------------------------------------------------------- Abstract:- Glass is an amorphous solid that has been found in various forms. Glass is one of the most resourceful substance on the earth used in many applications. Glass is non-biodegradable material, And once the glass become waste the glass is disposed as landfill, which is unsustainable as the waste glass does not decompose in environment, So to reduce this waste, it is necessary to use the waste glass in for making concrete in construction industry. Paper investigate performance of concrete containing glass pieces as partial replacement of aggregate. Aggregate were replaced by waste of glass pieces by 15%,25% by M30 grade concrete and the concrete cubes tested for compressive strength at 7,14and 28 days. Keyword—Waste Glass, Compressive strength, Recycled Waste. INTRODUCTION1 As we know India is developing country which facing shortage of post consumed disposal waste, which is very serious problem. This waste has an impact on environment. So it is necessary to regarding and use this waste to prevent environment. This waste includes steel, glass etc. For these reasons, the study has conducted through basic experimental research in order to analyze the possibilities of crushed waste glass as coarse aggregates in concrete. If the large amount of waste materials generated is used instead of natural materials in the construction industry, there would be some benefits: conserving natural resources, disposing of waste materials and freeing up valuable land for other uses. As we know Concrete is an composite incorporation of materials consisting of cement, sand, coarse aggregate and water mixed in an appropriate proportion to obtain the required strength. The concrete has many advantages such as good compressive strength, durability, specific gravity etc. due to which it has proved its efficiency in the field of construction industry. So by using this waste glass in concrete mix we can improve the compressive strength of concrete and reduce waste from environment. LITERATURE REVIEW T.S.Serniabat[1](2014) Concluded was large amount of natural aggregates, water and sand has been consumed in 1 concrete production and to minimize these use of natural material he have concentrated on the use of waste materials as potential alternatives in construction industry specially in concrete industry. For this aspect it is necessary of consumption of waste glass beads in concrete manufacturing to reduce waste and construction cost of project and to improve the strength of concrete. G.M. Sadiqul Islam[2] (2016) Concluded that Million tons of waste was generated yearly all over the world. Once the glass become waste, glass is disposed as landfill, which is unsustainable as the waste glass does not decomposed in environment. To reduce this waste glass should be used as construction material for making concrete. The compressive strength test on mortar and concrete were carried out by using 0-25% glass in which water cement ratio is kept the same for all replacement by which the compressive strength test indicates that recycled glass concrete give better strength. M.Advaway[3](2015) concluded that waste management is becoming a serious and major problem for communities worldwide s the glass is non-biodegradable, is not suitable for addition for landfill, Due to high consumption of the construction industry, the utilisation of waste glass as a partial replacement for aggregate in structural concrete particularly attractive. For the test three concrete samples was tested at 7 and 28days, for the glass replacement proportions of 15,20,25,30 and 40%. the compressive strength of concrete found to be increased up to level of 30% at which point the strength developed was 9% and 6% higher the control after 7 and 28days respectively. Honjian Du.[4] (2015)Concluded was pozzolanic reactivity of waste glass was experimentally studied at cement Review on Experimental Investigation of Waste Glass Material as A Partial Replacement of Concrete
  • 2. INTERNATIONAL RESEARCH JOURNAL OF ENGINEERING AND TECHNOLOGY (IRJET) E-ISSN: 2395-0056 VOLUME: 06 ISSUE: 05 | MAY 2019 WWW.IRJET.NET P-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 7617 replacement by 0,15,30,45 and 60% by its weight. The result revealed that the compressive strength of concrete does not decrease by cement substitution after 28 days because of pozzolanic reaction, the reaction between cement hydration and glass powers products. The paper also states that high performance concrete could be achieved by using glass powder by adding 15% glass powder by its weight. T.Agarna5] (2016) Concluded was in order to make concrete industry sustainable, the use of the waste material in place of natural resource is one of the best alternative to prevent environment. The investigation was conducted to study on viability of using waste glass aggregate manufacturing of concrete. The aggregate was replaced by waste of steel and glass as 10,20 and 30% by M20 grade of concrete. The concrete cubes made from this replacement were tested for compressive strength at 7,14,28 days in obtain at room temperature. From this tests it is found that maximum compressive strength test result show that the replacement of aggregate by glass at level of 20% by its weight has significant effect on compressive strength of concrete as compare to normal concrete sample because of nature of coarse glass. Sisira Sugunan[6](2016)Concluded that in todays world, conventional aggregate like river sand are beyond the reach of majority of population due to non-availability of natural sand. Therefore it is important to develop a new type of building material, which integrates green energy with self sensing properties of functional material. The majority of waste glass is not being recycled and is the cause of serious problem such as environmental population etc. The environmental studies were conducted in order to analyze the possibilities for recycling aggregates waste as fine or coarse aggregate in concrete. The scarcity of building materials like cement and aggregate along with emission of carbon dioxide during construction work can be overcome by the use of glass waste in concrete. OBJECTIVES 1. To compare performance of regular concrete and glass concrete. 2. To analyze the effects of waste glass on the strength of concrete. 3. To reduce harmful impact of waste glass on environment. 4. To analyse the utility glass particles as a partial replacement of fine and coarse aggregate in concrete. Fig 1.Waste glass. Fig No.2 waste glass powder from glass industry. Fig No.3 Waste glass concrete blocks.
  • 3. INTERNATIONAL RESEARCH JOURNAL OF ENGINEERING AND TECHNOLOGY (IRJET) E-ISSN: 2395-0056 VOLUME: 06 ISSUE: 05 | MAY 2019 WWW.IRJET.NET P-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 7618 METHODOLOGY RESULT AND CONCLUSION From the study of above literature reviews it is observed that glass waste has a serious problem which is arm our environment, so to reduce such effects of waste glass we can use this glass in construction industry to make concrete and improve the strength of the concrete. Chart 1 shows the 7 days compressive strength in comparison with 15% replaced aggregate by glass. And Chart 2 shows the 28 days compressive strength in comparison with 15% replaced aggregate by glass. Chart 1 Chart 2 REFERENCES 1. T.S. Serniabat and M.N.N.Khan. (2014).“Use of waste glass as coarse aggregate in concrete: A possibilities towards the sustainable building construction”.World academy of science, engineering and technology International journal of civil and environmental engineering.Vol:8,No:10,2014.03(01) 2. G.M. Sadiqul Islam and M.H.Rehman (2016). “waste glass powder as partial replacement of cement for sustainable concrete practice.”International Research Journal of sustainable build environment.04(02). 3. M.Adaway. (2015).“Recycled glass as partial replacement for fine aggregate in structural concrete-effects on compressive strength.” International Journal of structural engineering. 02(03). 4. Hongjian Du.. (2014).“Waste glass powder as cement replacement in concrete” International Journal of advance concrete technology. 5. T.Agarna and S Durga (2016).“Partial replacement of coarse aggregate with waste glass pieces and steel waste” International Journal of engineering science and computing., 03(03). 6. Sisira Sugunan and Nisha Babu (2013). “study of translucent glass concrete”International journal of civil and mechanical engineering.(IOSR). 0 5 10 15 20 25 30 35 0% 5% 10% 15% 20% CompressiveStrengthinN/mm² Replacement of Aggregate by Glass in % Graph of 7 days Compressive Strength 0 5 10 15 20 25 30 35 40 45 0% 5% 10% 15% 20% CompressiveStrengthinN/mm² Replacement of Aggregate by Glass in % Graph of 28 days Compressive Strength