Comprehensive Evaluation of the Sustainability of Waste Concrete towards Structural Concrete Application in Freeze-Thaw Environment

To promote the in-situ and structural application of waste concrete in cold regions, the sustainable application potential of waste concrete in a freeze-thaw (F-T) environment was comprehensively evaluated from three aspects of performance, environmental load, and economic benefit. The recycled aggr...

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Main Authors: Da Wei, Pinghua Zhu, Shan Gao, Xiancui Yan, Hui Liu, Haifeng Fan
Format: Article
Language:English
Published: MDPI AG 2022-09-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/15/17/6153
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author Da Wei
Pinghua Zhu
Shan Gao
Xiancui Yan
Hui Liu
Haifeng Fan
author_facet Da Wei
Pinghua Zhu
Shan Gao
Xiancui Yan
Hui Liu
Haifeng Fan
author_sort Da Wei
collection DOAJ
description To promote the in-situ and structural application of waste concrete in cold regions, the sustainable application potential of waste concrete in a freeze-thaw (F-T) environment was comprehensively evaluated from three aspects of performance, environmental load, and economic benefit. The recycled aggregate concrete (RAC) was produced by recycled coarse aggregate (RCA), which was obtained from the crushing of natural aggregate concrete (NAC) after every F-T 150 cycles until F-T failure. The effects of F-T damage of parent concrete on the physical properties of RCA and mechanical and frost resistance of RAC under 35% flexural stress were studied. Besides, the sustainability of NAC and RAC was compared and analyzed by emergy theory. The results suggested that the physical properties of RCA deteriorated gradually with the accumulation of F-T damage to parent concrete. The RCA obtained from parent concrete that suffered F-T damage could be used as coarse aggregate for structural concrete when F-T damage is smaller than 0.367. The F-T damage of parent concrete had an adverse effect on the mechanical properties and frost resistance of RAC. The frost resistance of RAC obtained from parent concrete with larger F-T damage was worse. The RAC prepared from parent concrete without F-T failure can serve 50 years in cold regions, while that with F-T failure can only serve 30 years. The F-T damage microelements were dispersed in the adhesive mortar of RCA and transferred to RAC, resulting in the reduction of the mechanical properties and frost resistance of RAC. Emergy analysis showed that the reuse of waste concrete after F-T failure required higher economic input, higher environment load, lower output efficiency, and sustainability. The performance, environmental load and economic benefit of RAC prepared by using waste concrete after F-T failure were inferior to that of waste concrete without F-T failure. Waste concrete after F-T failure is not recommended to be used as coarse aggregate for structural concrete.
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spelling doaj.art-acc1ee9e0543432a8f5632f94f2958752023-11-23T13:36:30ZengMDPI AGMaterials1996-19442022-09-011517615310.3390/ma15176153Comprehensive Evaluation of the Sustainability of Waste Concrete towards Structural Concrete Application in Freeze-Thaw EnvironmentDa Wei0Pinghua Zhu1Shan Gao2Xiancui Yan3Hui Liu4Haifeng Fan5Department of Civil Engineering, Changzhou University, 21 Gehu Middle Road, Wujin District, Changzhou 213164, ChinaDepartment of Civil Engineering, Changzhou University, 21 Gehu Middle Road, Wujin District, Changzhou 213164, ChinaSchool of Civil Engineering, Harbin Institute of Technology, Harbin 150090, ChinaDepartment of Civil Engineering, Changzhou University, 21 Gehu Middle Road, Wujin District, Changzhou 213164, ChinaDepartment of Civil Engineering, Changzhou University, 21 Gehu Middle Road, Wujin District, Changzhou 213164, ChinaDepartment of Civil Engineering, Changzhou University, 21 Gehu Middle Road, Wujin District, Changzhou 213164, ChinaTo promote the in-situ and structural application of waste concrete in cold regions, the sustainable application potential of waste concrete in a freeze-thaw (F-T) environment was comprehensively evaluated from three aspects of performance, environmental load, and economic benefit. The recycled aggregate concrete (RAC) was produced by recycled coarse aggregate (RCA), which was obtained from the crushing of natural aggregate concrete (NAC) after every F-T 150 cycles until F-T failure. The effects of F-T damage of parent concrete on the physical properties of RCA and mechanical and frost resistance of RAC under 35% flexural stress were studied. Besides, the sustainability of NAC and RAC was compared and analyzed by emergy theory. The results suggested that the physical properties of RCA deteriorated gradually with the accumulation of F-T damage to parent concrete. The RCA obtained from parent concrete that suffered F-T damage could be used as coarse aggregate for structural concrete when F-T damage is smaller than 0.367. The F-T damage of parent concrete had an adverse effect on the mechanical properties and frost resistance of RAC. The frost resistance of RAC obtained from parent concrete with larger F-T damage was worse. The RAC prepared from parent concrete without F-T failure can serve 50 years in cold regions, while that with F-T failure can only serve 30 years. The F-T damage microelements were dispersed in the adhesive mortar of RCA and transferred to RAC, resulting in the reduction of the mechanical properties and frost resistance of RAC. Emergy analysis showed that the reuse of waste concrete after F-T failure required higher economic input, higher environment load, lower output efficiency, and sustainability. The performance, environmental load and economic benefit of RAC prepared by using waste concrete after F-T failure were inferior to that of waste concrete without F-T failure. Waste concrete after F-T failure is not recommended to be used as coarse aggregate for structural concrete.https://www.mdpi.com/1996-1944/15/17/6153freeze-thaw damageparent concretestructural concreterecycled aggregate concreteperformancesustainability
spellingShingle Da Wei
Pinghua Zhu
Shan Gao
Xiancui Yan
Hui Liu
Haifeng Fan
Comprehensive Evaluation of the Sustainability of Waste Concrete towards Structural Concrete Application in Freeze-Thaw Environment
Materials
freeze-thaw damage
parent concrete
structural concrete
recycled aggregate concrete
performance
sustainability
title Comprehensive Evaluation of the Sustainability of Waste Concrete towards Structural Concrete Application in Freeze-Thaw Environment
title_full Comprehensive Evaluation of the Sustainability of Waste Concrete towards Structural Concrete Application in Freeze-Thaw Environment
title_fullStr Comprehensive Evaluation of the Sustainability of Waste Concrete towards Structural Concrete Application in Freeze-Thaw Environment
title_full_unstemmed Comprehensive Evaluation of the Sustainability of Waste Concrete towards Structural Concrete Application in Freeze-Thaw Environment
title_short Comprehensive Evaluation of the Sustainability of Waste Concrete towards Structural Concrete Application in Freeze-Thaw Environment
title_sort comprehensive evaluation of the sustainability of waste concrete towards structural concrete application in freeze thaw environment
topic freeze-thaw damage
parent concrete
structural concrete
recycled aggregate concrete
performance
sustainability
url https://www.mdpi.com/1996-1944/15/17/6153
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