The incorporation of crushed glass as a substitute for natural aggregates in mortar and concrete represents a positive impact on the manufacturing processes. The use of glass residues can lead to the improvement of certain properties of sustainable construction products. In these cases, it is important to analyse in detail the behaviour of the material to verify possible applications at an industrial level and contribute to the development of new construction products and solutions. This work studies the behaviour of mortars with recycled glass as a partial replacement of aggregate against common accelerated decay tests, such as salt crystallization, freezing and thermal shock. The influence on the basic physical and mechanical properties has been evaluated by statistical analysis of the results, observing a particularly significant improvement in the resistance of mortars with recycled glass against the expansive action of salt crystallization (>20%). The influence of alteration processes on the internal structure has been analysed by ultrasound transmission tests and its correlation with Young's modulus. The values obtained are in the range of similar materials, having the samples subjected to freezing test a major degree of deterioration. The internal structures have been studied by scanning electron microscopy, observing in samples subjected to salt crystallization tests a greater homogeneity and a lower degree of microcracking in the aggregate/paste interfaces of the glass grains. (c) 2021 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
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Pontificial Catholic Univ Rio Grande Sul, PGETEMA PUCRS, Grad Program Mat Engn & Technol, Porto Alegre, RS, BrazilPontificial Catholic Univ Rio Grande Sul, PGETEMA PUCRS, Grad Program Mat Engn & Technol, Porto Alegre, RS, Brazil
de Oliveira Andrade, Jairo Jose
Wenzel, Matheus Chiaradia
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Pontificial Catholic Univ Rio Grande Sul, PUCRS, Porto Alegre, RS, BrazilPontificial Catholic Univ Rio Grande Sul, PGETEMA PUCRS, Grad Program Mat Engn & Technol, Porto Alegre, RS, Brazil
Wenzel, Matheus Chiaradia
da Rocha, Gabriela Holsbach
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Pontificial Catholic Univ Rio Grande Sul, PUCRS, Porto Alegre, RS, BrazilPontificial Catholic Univ Rio Grande Sul, PGETEMA PUCRS, Grad Program Mat Engn & Technol, Porto Alegre, RS, Brazil
da Rocha, Gabriela Holsbach
da Silva, Sergio Roberto
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Pontificial Catholic Univ Rio Grande Sul, PGETEMA PUCRS, Grad Program Mat Engn & Technol, Porto Alegre, RS, BrazilPontificial Catholic Univ Rio Grande Sul, PGETEMA PUCRS, Grad Program Mat Engn & Technol, Porto Alegre, RS, Brazil
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Tongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R ChinaTongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R China
Ye, Taohua
Lu, Jianxin
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Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Peoples R ChinaTongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R China
Lu, Jianxin
Duan, Zhenhua
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Tongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R China
Guangxi Univ, Guangxi Key Lab Disaster Prevent & Engn Safety, Nanning 530004, Peoples R ChinaTongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R China
Duan, Zhenhua
Li, Lei
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Tongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R ChinaTongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R China
Li, Lei
Zhu, Dayu
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Tongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R ChinaTongji Univ, Coll Civil Engn, Dept Struct Engn, Shanghai 200092, Peoples R China