THE USE OF GLASS POWDER WASTE AS A PARTIAL SUBSTITUTE FOR CEMENT ON THE COMPRESSIVE STRENGTH OF CONCRETE

Authors

  • Nunung Martina Department of Civil Engineering, Politeknik Negeri Jakarta, Indonesia
  • Mely Duta Kinanti Politeknik Negeri Jakarta
  • Muhammad Fathur Rouf Hasan Department of Civil Engineering, Politeknik Negeri Jakarta, Indonesia
  • Putera Agung Maha Agung Department of Civil Engineering, Politeknik Negeri Jakarta, Indonesia
  • Yanuar Setiawan Department of Civil Engineering, Politeknik Negeri Jakarta, Indonesia

Keywords:

Concrete, Waste Glass Powder, Cement, Compressive Strength

Abstract

Excessive use of cement can cause damage to the environment. Using materials that have similar properties to cement as a concrete mixture can reduce the use of cement. Because the silica content in glass is quite large, glass has the potential to be used as a partial substitute for cement in concrete. This study aims to determine the effect of glass powder used as a partial cement substitute on the compressive strength of normal concrete. This study uses cylindrical specimens with 15 cm in diameter and 30 cm in height according to SNI 03-2834-2002. They were tested at seventh, fourteenth, and twenty-eighth day. The variations of the glass powder are 0%, 4%, 8%, 12%, and 16%. Based on the results of the testing at the twenty eighth days, the concrete’s compressive strength at 0% variation is 22.8 MPa, at 4% variation is 24.0 MPa, at 8% variation is 17.5 MPa, at 12% variation is 17.6 MPa, and at 16% variation is 7.9 MPa. Thus, using glass powder as a partial substitute for cement in concrete mixtures affects the compressive strength of normal concrete. At the twenty-eighth day, the compressive strength of the concrete has increased by 5% to 24.0 MPa.

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Published

2022-10-30

How to Cite

Martina, N., Kinanti, M. D., Hasan, M. F. R., Agung, P. A. M., & Setiawan, Y. (2022). THE USE OF GLASS POWDER WASTE AS A PARTIAL SUBSTITUTE FOR CEMENT ON THE COMPRESSIVE STRENGTH OF CONCRETE. GEOMATE Journal, 23(98), 197–204. Retrieved from https://geomatejournal.com/geomate/article/view/3568

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