Compressive strength of concrete with recycled glass as partial aggregate replacement

Roszilah Hamid, M. A. Zubir

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

In this study, recycled glass is used to replace the natural fine aggregate in different mix proportions to obtain the optimum combination that will produce the highest strength. The control samples are Grade 30 ordinary Portland cement concrete (OPCC) containing 100% natural sand and coarse aggregate. The recycled glass concretes contain 70% natural fine aggregate + 30% size 300 micron crushed glass (Sample 2), and 70% fine aggregate + 15% size 300 micron crushed glass + 15% size greater than 300 micron crushed glass (Sample 3). The compressive strengths of the concrete samples with recycled glass are higher than the control samples at all ages of 7, 28, 56 and 90 days. At age 60 days, the strength gain of the control samples shows no significant increment but both samples that include recycled glass still show significant increment in strength. It is found that recycled glass performed better when utilised at size 300 microns and less. The recorded strength of the control, Sample 2 and 3 at 90 days are 47, 61 and 55 MPa.

Original languageEnglish
Title of host publicationMaterials Science Forum
PublisherTrans Tech Publications Ltd
Pages21-25
Number of pages5
Volume803
ISBN (Print)9783038352334
DOIs
Publication statusPublished - 2015
Event2014 Malaysia-Indonesia Geopolymer Symposium, MIGS 2014 - Kuala Lumpur
Duration: 11 May 201412 May 2014

Publication series

NameMaterials Science Forum
Volume803
ISSN (Print)02555476

Other

Other2014 Malaysia-Indonesia Geopolymer Symposium, MIGS 2014
CityKuala Lumpur
Period11/5/1412/5/14

Fingerprint

compressive strength
Compressive strength
Concretes
Glass
glass
Portland cement
cements
high strength
sands
grade
proportion
Sand

Keywords

  • Compressive strength
  • Concrete
  • Recycled crushed glass aggregate

ASJC Scopus subject areas

  • Materials Science(all)
  • Condensed Matter Physics
  • Mechanical Engineering
  • Mechanics of Materials

Cite this

Hamid, R., & Zubir, M. A. (2015). Compressive strength of concrete with recycled glass as partial aggregate replacement. In Materials Science Forum (Vol. 803, pp. 21-25). (Materials Science Forum; Vol. 803). Trans Tech Publications Ltd. https://doi.org/10.4028/www.scientific.net/MSF.803.21

Compressive strength of concrete with recycled glass as partial aggregate replacement. / Hamid, Roszilah; Zubir, M. A.

Materials Science Forum. Vol. 803 Trans Tech Publications Ltd, 2015. p. 21-25 (Materials Science Forum; Vol. 803).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Hamid, R & Zubir, MA 2015, Compressive strength of concrete with recycled glass as partial aggregate replacement. in Materials Science Forum. vol. 803, Materials Science Forum, vol. 803, Trans Tech Publications Ltd, pp. 21-25, 2014 Malaysia-Indonesia Geopolymer Symposium, MIGS 2014, Kuala Lumpur, 11/5/14. https://doi.org/10.4028/www.scientific.net/MSF.803.21
Hamid R, Zubir MA. Compressive strength of concrete with recycled glass as partial aggregate replacement. In Materials Science Forum. Vol. 803. Trans Tech Publications Ltd. 2015. p. 21-25. (Materials Science Forum). https://doi.org/10.4028/www.scientific.net/MSF.803.21
Hamid, Roszilah ; Zubir, M. A. / Compressive strength of concrete with recycled glass as partial aggregate replacement. Materials Science Forum. Vol. 803 Trans Tech Publications Ltd, 2015. pp. 21-25 (Materials Science Forum).
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