Compressive Strength of Concrete Containing Recycled Glass Powder
Abstract
alternative is to use recycled glass in the form of powder as a material for making concrete. This study proposes the
use of recycled glass powder as a concrete material to partially substitute fine aggregate. This study aims to
determine the effect of glass powder as a partial substitute for fine aggregate on the compressive strength of concrete.
Partial substitution of fine aggregate was selected with a percentage of 5%, 10%, and 15%. Standard cylindrical
specimens aged 28 days used in compressive strength testing in this study. Then, the test results of concrete
containing recycled glass powder compared to ordinary concrete. The test results show that the compressive strength
of concrete containing 15% recycled glass powder gives an average compressive strength of 35.57 MPa which is
slightly higher than the compressive strength of normal concrete of 35.10 MPa. This study found that the use of glass
powder as a substitute for fine aggregate can be used as a substitute for normal concrete in terms of compressive
strength and reduce glass waste.
Keywords
Full Text:
PDFReferences
SIPSN, “Waste Composition in Indonesia,” National Waste Management Information System (SIPSN) of the Ministry of
Environment, Indonesia, 2021. (In Indonesian) https://sipsn.menlhk.go.id/sipsn/public/data/komposisi
W. Kushartomo, I. Bali, and B. Sulaiman, “Mechanical Behavior of Reactive Powder Concrete with Glass Powder
Substitute,” Procedia Engineering, vol. 125, pp. 617-622, 2015.
I. Bali, W. Kushartomo, and Jonathan, “Effect of In-Situ Curing on Compressive Strength of Reactive Powder Concrete,”
MATEC Web of Conferences, vol. 67 (03013), pp. 1-6, 2016.
I. Bali and W. Kurnia,"The Curing Method Influence on Mechanical Behavior of Reactive Powder Concrete,"
International Journal on Advanced Science, Engineering and Information Technology, vol. 8, no. 5, pp. 1976-1983, 2018.
[Online]. Available: http://dx.doi.org/10.18517/ijaseit.8.5.4197.
N. Hanafiah, Pengaruh Penambahan Bubuk Kaca Sebagai Bahan Pengganti Sebagian Semen Dengan Variasi 2%, 4%, 6%
dan 8% Terhadap Kuat Tekan dan Nilai Slump, Teknik Sipil Universitas Muhammadiyah Yogyakarta, Yogyakarta, 2011.
S. Irfan, Analisis Ketahanan Beton Terhadap Rendaman Sulfat Terhadap Kuat Tekan dengan Variasi Bubuk Kaca
Subtitusi Sebagian Semen, Fakultas Teknik Universitas Muhammadiyah Sumatera Utara, Medan, 2020.
H. Karwur, “Kuat Tekan beton dengan Bahan Tambah Serbuk Kaca sebagai Subtitusi Partial Semen,” Jurnal Sipil
Statistik, vol.1, no.4, 2013.
SNI 03-2495-1991, Spesifikasi Bahan Tambahan untuk Beton, Bandung: Yayasan Lembaga Penyelidikan Masalah
Bangunan, 1991.
SNI 2847-2013, Persyaratan Beton Struktural untuk Bangunan Gedung, Jakarta: Badan Standardisasi Nasional, 2013.
ASTM C-39, Test Method for Compressive Strength of Cylindrical Concrete Specimens. USA: Annual Books of ASTM,
SNI 03-2834-2000, Tata Cara Pembuatan Rencana Campuran Beton normal, Jakarta: Badan Standardisasi Nasional, BSN,
SK. SNI S-04-1989-F, Spesifikasi Bahan Bangunan Bagian A (Bahan Bangunan Bukan logam), Bandung: Lembaga
Penyelidikan Masalah Bangunan, 1989.
DOI: http://dx.doi.org/10.33021/pcej.v1i1.4242
Refbacks
- There are currently no refbacks.
Copyright (c) 2023 Bimantara Putra Nugraha, Eddy Triyanto Sudjatmiko, Ika Bali
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
President University Press
Lembaga Riset dan Pengabdian Masyarakat
President University
Jalan Ki Hajar Dewantara, Mekarmukti, Bekasi
Jawa Barat, Indonesia 17530
______________________________________________
INDEXED BY:
