Durability Properties of Concrete Supplemented with Recycled CRT Glass as Cementitious Material

This paper presents the testing of the durability of concrete where a part of cement was replaced with ground panel cathode ray tube glass (CRT) finer than 63 µm. The percentage of cement replaced with glass is 5%, 10%, 15%, 20%, and 35%, by mass. The highest percent share of mineral admixtures in C...

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Main Authors: Dušan Zoran Grdić, Gordana Aleksandar Topličić-Ćurčić, Zoran Jure Grdić, Nenad Srboljub Ristić
Format: Article
Language:English
Published: MDPI AG 2021-08-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/16/4421
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spelling doaj-1935950521274c9d93834cbf98e090cf2021-08-26T14:00:27ZengMDPI AGMaterials1996-19442021-08-01144421442110.3390/ma14164421Durability Properties of Concrete Supplemented with Recycled CRT Glass as Cementitious MaterialDušan Zoran Grdić0Gordana Aleksandar Topličić-Ćurčić1Zoran Jure Grdić2Nenad Srboljub Ristić3Faculty of Civil Engineering and Architecture, University of Niš, 18000 Niš, SerbiaFaculty of Civil Engineering and Architecture, University of Niš, 18000 Niš, SerbiaFaculty of Civil Engineering and Architecture, University of Niš, 18000 Niš, SerbiaFaculty of Civil Engineering and Architecture, University of Niš, 18000 Niš, SerbiaThis paper presents the testing of the durability of concrete where a part of cement was replaced with ground panel cathode ray tube glass (CRT) finer than 63 µm. The percentage of cement replaced with glass is 5%, 10%, 15%, 20%, and 35%, by mass. The highest percent share of mineral admixtures in CEM II (Portland-composiste cement) cement was chosen as the top limit of replacement of cement with glass. In terms of the concrete durability, the following tests are performed: freeze-thaw resistance, freeze-thaw resistance with de-icing salts-scaling, resistance to wear according to the Böhme test, sulfate attack resistance, and resistance to penetration of water under pressure. A compressive strength test is performed, and shrinkage of concrete is monitored. In order to determine the microstructure of concrete, SEM (Scanning Electron Microscopy) and EDS (Energy Dispersive X-ray Spectroscopy) analyses were performed. The obtained research results indicate that the replacement of a part of cement with finely ground CRT glass up to 15% by mass has a positive effect on the compressive strength of concrete in terms of its increase without compromising the durability of concrete. The results obtained by experimental testing unequivocally show that concrete mixtures made with partial replacement (up to 15%) of cement with finely ground CRT glass have the same freeze-thaw resistance, resistance to freeze/thaw with de-icing salt, resistance to wear by abrasion, and resistance to sulfate attack as the reference concrete. In terms of environmental protection, the use of CRT glass as a component for making concrete is also very significant.https://www.mdpi.com/1996-1944/14/16/4421cathode ray tube glassstrengthdurabilityfreeze-thaw resistancede-icing saltssulphate attack
collection DOAJ
language English
format Article
sources DOAJ
author Dušan Zoran Grdić
Gordana Aleksandar Topličić-Ćurčić
Zoran Jure Grdić
Nenad Srboljub Ristić
spellingShingle Dušan Zoran Grdić
Gordana Aleksandar Topličić-Ćurčić
Zoran Jure Grdić
Nenad Srboljub Ristić
Durability Properties of Concrete Supplemented with Recycled CRT Glass as Cementitious Material
Materials
cathode ray tube glass
strength
durability
freeze-thaw resistance
de-icing salts
sulphate attack
author_facet Dušan Zoran Grdić
Gordana Aleksandar Topličić-Ćurčić
Zoran Jure Grdić
Nenad Srboljub Ristić
author_sort Dušan Zoran Grdić
title Durability Properties of Concrete Supplemented with Recycled CRT Glass as Cementitious Material
title_short Durability Properties of Concrete Supplemented with Recycled CRT Glass as Cementitious Material
title_full Durability Properties of Concrete Supplemented with Recycled CRT Glass as Cementitious Material
title_fullStr Durability Properties of Concrete Supplemented with Recycled CRT Glass as Cementitious Material
title_full_unstemmed Durability Properties of Concrete Supplemented with Recycled CRT Glass as Cementitious Material
title_sort durability properties of concrete supplemented with recycled crt glass as cementitious material
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2021-08-01
description This paper presents the testing of the durability of concrete where a part of cement was replaced with ground panel cathode ray tube glass (CRT) finer than 63 µm. The percentage of cement replaced with glass is 5%, 10%, 15%, 20%, and 35%, by mass. The highest percent share of mineral admixtures in CEM II (Portland-composiste cement) cement was chosen as the top limit of replacement of cement with glass. In terms of the concrete durability, the following tests are performed: freeze-thaw resistance, freeze-thaw resistance with de-icing salts-scaling, resistance to wear according to the Böhme test, sulfate attack resistance, and resistance to penetration of water under pressure. A compressive strength test is performed, and shrinkage of concrete is monitored. In order to determine the microstructure of concrete, SEM (Scanning Electron Microscopy) and EDS (Energy Dispersive X-ray Spectroscopy) analyses were performed. The obtained research results indicate that the replacement of a part of cement with finely ground CRT glass up to 15% by mass has a positive effect on the compressive strength of concrete in terms of its increase without compromising the durability of concrete. The results obtained by experimental testing unequivocally show that concrete mixtures made with partial replacement (up to 15%) of cement with finely ground CRT glass have the same freeze-thaw resistance, resistance to freeze/thaw with de-icing salt, resistance to wear by abrasion, and resistance to sulfate attack as the reference concrete. In terms of environmental protection, the use of CRT glass as a component for making concrete is also very significant.
topic cathode ray tube glass
strength
durability
freeze-thaw resistance
de-icing salts
sulphate attack
url https://www.mdpi.com/1996-1944/14/16/4421
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