Performance of Using Waste Glass Powder in 
Concrete As Replacement Of Cement 
ANANTH KRISHNA K P
INTRODUCTION 
As we know now a days ,most of developing country facing 
shortage of post consumers disposal waste site and it has 
become very serious problem. For this reason, regenerating 
and using waste product as resources prevents 
environmental pollutions.
In this research post consumer waste glass is considered. Instead 
of Waste glass ending up as landfill it is been used as replacement 
for cement. As it can’t be dissolved by natural or normal 
recycling ways. 
Most of the recovered waste glass is used by glass manufacturing 
company in production of new glasses such as bottles etc..
Only certain category of glasses can be recycled due to high cost 
of manufacturing. Manufacturers can only use waste glass that 
has been pre-sorted by colour and type . 
They are brown glass & clear glass , green glass can’t be used for 
recycling.
CHEMICAL COMPOSITION OF VARIOUS COLOURED 
GLASS
SIGNIFICANCE 
It replaces upto 30% of cement in concrete mix. 
It may give less cost of using this kind of admixture rather than 
buying expensive admixtures . 
Reduces landfill. 
Reduces overall porosity & increases strength. 
It can suppress alkali reactivity. 
Shows better thermal insulation.
OBJECTIVES 
Increases the workability of concrete mix. 
Increases the compressive strength. 
Lighten concrete. 
Reduce landfill deposit.
MATERIALS 
Cement: 
Ordinary Portland cement of 33 grade conforming to 
IS 8112 . 
Fine aggregate: 
Clean river sand whose max size is 4.75mm 
conforming to grading zone II.
Coarse aggregate: 
Machine crushed blue granite stone angular in shape. 
Glass powder: 
Glass powder ground in ball/ pulveriser for a period of 
30 to 60 min resulting in particle size less than 150 μm & 
sieved in 75 μm .
METHODOLOGY
ANALYSIS AND DISCUSSION OF 
COMPRESSIVE STRENGTH 
Average of compressive strength at 7 days
Average of compressive strength at 14 days
Average of compressive strength at 28 days
ANALYSIS AND DISCUSSION OF CUBE 
DENSITY 
Average of cube density at 7 days
Average of cube density at 14 days
Average of cube density at 28 days
Analysis and discussion of workability
CONCLUSION 
As a conclusion, all the objectives of this study are 
achieved Concrete with using waste glass powder has a 
very high workability from control sample. 
This result achieved from the slump test that use of 
waste glass powder were will increase the workability 
of concrete.
From this research, using waste glass powder is giving 
positive value even though the value compare to 
standard mix it just less about 1N/mm.2 
Concrete become lighter when mix with waste glass 
powder. Therefore, concrete mix that using glass 
powder is giving lightweight concrete.
THANK YOU

Glass powder replacement for cement.by ananth k p coorg

  • 1.
    Performance of UsingWaste Glass Powder in Concrete As Replacement Of Cement ANANTH KRISHNA K P
  • 2.
    INTRODUCTION As weknow now a days ,most of developing country facing shortage of post consumers disposal waste site and it has become very serious problem. For this reason, regenerating and using waste product as resources prevents environmental pollutions.
  • 3.
    In this researchpost consumer waste glass is considered. Instead of Waste glass ending up as landfill it is been used as replacement for cement. As it can’t be dissolved by natural or normal recycling ways. Most of the recovered waste glass is used by glass manufacturing company in production of new glasses such as bottles etc..
  • 4.
    Only certain categoryof glasses can be recycled due to high cost of manufacturing. Manufacturers can only use waste glass that has been pre-sorted by colour and type . They are brown glass & clear glass , green glass can’t be used for recycling.
  • 5.
    CHEMICAL COMPOSITION OFVARIOUS COLOURED GLASS
  • 6.
    SIGNIFICANCE It replacesupto 30% of cement in concrete mix. It may give less cost of using this kind of admixture rather than buying expensive admixtures . Reduces landfill. Reduces overall porosity & increases strength. It can suppress alkali reactivity. Shows better thermal insulation.
  • 7.
    OBJECTIVES Increases theworkability of concrete mix. Increases the compressive strength. Lighten concrete. Reduce landfill deposit.
  • 8.
    MATERIALS Cement: OrdinaryPortland cement of 33 grade conforming to IS 8112 . Fine aggregate: Clean river sand whose max size is 4.75mm conforming to grading zone II.
  • 9.
    Coarse aggregate: Machinecrushed blue granite stone angular in shape. Glass powder: Glass powder ground in ball/ pulveriser for a period of 30 to 60 min resulting in particle size less than 150 μm & sieved in 75 μm .
  • 10.
  • 11.
    ANALYSIS AND DISCUSSIONOF COMPRESSIVE STRENGTH Average of compressive strength at 7 days
  • 12.
    Average of compressivestrength at 14 days
  • 13.
    Average of compressivestrength at 28 days
  • 14.
    ANALYSIS AND DISCUSSIONOF CUBE DENSITY Average of cube density at 7 days
  • 15.
    Average of cubedensity at 14 days
  • 16.
    Average of cubedensity at 28 days
  • 17.
  • 18.
    CONCLUSION As aconclusion, all the objectives of this study are achieved Concrete with using waste glass powder has a very high workability from control sample. This result achieved from the slump test that use of waste glass powder were will increase the workability of concrete.
  • 19.
    From this research,using waste glass powder is giving positive value even though the value compare to standard mix it just less about 1N/mm.2 Concrete become lighter when mix with waste glass powder. Therefore, concrete mix that using glass powder is giving lightweight concrete.
  • 20.