Evaluation of road performance and carbon emission accounting analysis of recycled aggregates from construction and demolition waste

Abstract This study deals with the problem of consumption of construction waste and shortage of traditional construction materials, offering a technical and environmental basis for the recycling and utilization of construction and demolition waste (CDW). Using waste concrete and waste bricks as recy...

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Main Authors: Xiaopei Duan, Yimin Wang, Duowang Yang, Wei Zeng, Yanqing Du, Ning Li
Format: Article
Language:English
Published: Nature Portfolio 2025-08-01
Series:Scientific Reports
Subjects:
Online Access:https://doi.org/10.1038/s41598-025-13354-z
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author Xiaopei Duan
Yimin Wang
Duowang Yang
Wei Zeng
Yanqing Du
Ning Li
author_facet Xiaopei Duan
Yimin Wang
Duowang Yang
Wei Zeng
Yanqing Du
Ning Li
author_sort Xiaopei Duan
collection DOAJ
description Abstract This study deals with the problem of consumption of construction waste and shortage of traditional construction materials, offering a technical and environmental basis for the recycling and utilization of construction and demolition waste (CDW). Using waste concrete and waste bricks as recycled aggregates for pavement base materials, and cement, lime and fly ash as stabilizers, this study systematically explores the feasibility of stabilizing recycled aggregate-based materials for road use. The basic physical properties and macro-mechanical properties are analyzed, and the effects of stabilizer dosage (ESR), recycled aggregate dosage (RASR), and brick-concrete ratio (BCR) on the roadability of stabilized recycled aggregate materials are investigated. Revealing the significance and critical effects of multi-factors of strength development. Life cycle assessment (LCA) method is employed to measure the carbon emissions of different materials used as road pavement sub-base and compare them with those of natural aggregates. The results show that stabilized construction waste recycled aggregate is suitable for road subgrade. ESR, RASR and BCR have a significant effect on it with the order of BCR > RASR > ESR. The optimum ratio exists at 30% ~ 45% recycled aggregate blending and 1:2 of BCR. The carbon emission of cement stabilized class can be reduced from 60,789.66 to 48,117.03 kgCO2eq by using recycled construction waste aggregate instead of natural aggregate during construction period based on the base unit (a flow section length of 500 m as the basic unit), which is 19.2% reduction in carbon emission. For the lime fly ash stabilized category, the carbon emission is reduced from 53,246.65 to 41,734.03 kgCO2eq, which is 21.6% reduction in carbon emission. Recycled aggregates alone can achieve carbon emission reductions of 82.27%, 81.23%, and 78.02%, demonstrating a substantial environmental benefit in carbon reduction.
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spelling doaj-art-709a21333be84f8c95fa022daa6e2b0f2025-08-20T03:42:49ZengNature PortfolioScientific Reports2045-23222025-08-0115112010.1038/s41598-025-13354-zEvaluation of road performance and carbon emission accounting analysis of recycled aggregates from construction and demolition wasteXiaopei Duan0Yimin Wang1Duowang Yang2Wei Zeng3Yanqing Du4Ning Li5School of Civil Engineering & Transportation, South China University of TechnologySchool of Civil Engineering & Transportation, South China University of TechnologyTianjin Municipal Engineering Design & Research Institute Co., Ltd.Tianjin Municipal Engineering Design & Research Institute Co., Ltd.Tianjin Municipal Engineering Design & Research Institute Co., Ltd.School of Foreign Languages, Tianjin Renai CollegeAbstract This study deals with the problem of consumption of construction waste and shortage of traditional construction materials, offering a technical and environmental basis for the recycling and utilization of construction and demolition waste (CDW). Using waste concrete and waste bricks as recycled aggregates for pavement base materials, and cement, lime and fly ash as stabilizers, this study systematically explores the feasibility of stabilizing recycled aggregate-based materials for road use. The basic physical properties and macro-mechanical properties are analyzed, and the effects of stabilizer dosage (ESR), recycled aggregate dosage (RASR), and brick-concrete ratio (BCR) on the roadability of stabilized recycled aggregate materials are investigated. Revealing the significance and critical effects of multi-factors of strength development. Life cycle assessment (LCA) method is employed to measure the carbon emissions of different materials used as road pavement sub-base and compare them with those of natural aggregates. The results show that stabilized construction waste recycled aggregate is suitable for road subgrade. ESR, RASR and BCR have a significant effect on it with the order of BCR > RASR > ESR. The optimum ratio exists at 30% ~ 45% recycled aggregate blending and 1:2 of BCR. The carbon emission of cement stabilized class can be reduced from 60,789.66 to 48,117.03 kgCO2eq by using recycled construction waste aggregate instead of natural aggregate during construction period based on the base unit (a flow section length of 500 m as the basic unit), which is 19.2% reduction in carbon emission. For the lime fly ash stabilized category, the carbon emission is reduced from 53,246.65 to 41,734.03 kgCO2eq, which is 21.6% reduction in carbon emission. Recycled aggregates alone can achieve carbon emission reductions of 82.27%, 81.23%, and 78.02%, demonstrating a substantial environmental benefit in carbon reduction.https://doi.org/10.1038/s41598-025-13354-zConstruction and demolition wastes (CDW)Recycled aggregateSubgradeRoad performanceCarbon emission
spellingShingle Xiaopei Duan
Yimin Wang
Duowang Yang
Wei Zeng
Yanqing Du
Ning Li
Evaluation of road performance and carbon emission accounting analysis of recycled aggregates from construction and demolition waste
Scientific Reports
Construction and demolition wastes (CDW)
Recycled aggregate
Subgrade
Road performance
Carbon emission
title Evaluation of road performance and carbon emission accounting analysis of recycled aggregates from construction and demolition waste
title_full Evaluation of road performance and carbon emission accounting analysis of recycled aggregates from construction and demolition waste
title_fullStr Evaluation of road performance and carbon emission accounting analysis of recycled aggregates from construction and demolition waste
title_full_unstemmed Evaluation of road performance and carbon emission accounting analysis of recycled aggregates from construction and demolition waste
title_short Evaluation of road performance and carbon emission accounting analysis of recycled aggregates from construction and demolition waste
title_sort evaluation of road performance and carbon emission accounting analysis of recycled aggregates from construction and demolition waste
topic Construction and demolition wastes (CDW)
Recycled aggregate
Subgrade
Road performance
Carbon emission
url https://doi.org/10.1038/s41598-025-13354-z
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