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Carbon Emission Evaluation of Recycled Fine Aggregate Concrete Based on Life Cycle Assessment

Author

Listed:
  • Bin Lei

    (School of Building Engineering, Nanchang University, Nanchang 330031, China)

  • Linjie Yu

    (School of Building Engineering, Nanchang University, Nanchang 330031, China)

  • Zhiyu Chen

    (School of Building Engineering, Nanchang University, Nanchang 330031, China)

  • Wanying Yang

    (School of Building Engineering, Nanchang University, Nanchang 330031, China)

  • Cheng Deng

    (School of Building Engineering, Nanchang University, Nanchang 330031, China)

  • Zhuo Tang

    (School of Civil Engineering, Central South University, Changsha 410004, China)

Abstract

This study conducts a life cycle assessment (LCA) of carbon emissions for recycled fine aggregate (RFA) concrete. There were six stages involved in the life cycle of RFA, including raw material extraction and processing, transportation to the manufacture, RFA concrete manufacturing, transportation to the building site, construction, and de-construction or demolition. The carbon uptake effect, due to the carbonation of RFA concrete, was also considered. The concept of “carbon-strength ratio” was introduced to comprehensively evaluate the carbon emission of RFA with different strengths. Sensitivity analysis was performed on the key parameters, including the water-to-cement ratio, RFA replacement ratio, and transportation distance, by employing three sensitivity coefficients. The results show that, under a certain water-to-cement ratio, the increase in RFA replacement ratio would decrease the carbon emission but increase the carbon-strength ratio. The higher the replacement ratio of RFA, the more sensitive the carbon emission of RFA concrete is to the change in transportation distance. Under a certain 28-day cubic compressive strength, the higher the RFA replacement ratio, the higher the carbon emission. The sensitivity analysis demonstrates that the carbon emission was the most sensitive to the water-to-cement ratio, which was followed by the RFA replacement ratio and transportation distance.

Suggested Citation

  • Bin Lei & Linjie Yu & Zhiyu Chen & Wanying Yang & Cheng Deng & Zhuo Tang, 2022. "Carbon Emission Evaluation of Recycled Fine Aggregate Concrete Based on Life Cycle Assessment," Sustainability, MDPI, vol. 14(21), pages 1-17, November.
    • Handle: RePEc:gam:jsusta:v:14:y:2022:i:21:p:14448-:d:962577
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    References listed on IDEAS

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    2. Wajeeha Mahmood & Asad-ur-Rehman Khan & Tehmina Ayub, 2021. "Carbonation Resistance in Ordinary Portland Cement Concrete with and without Recycled Coarse Aggregate in Natural and Simulated Environment," Sustainability, MDPI, vol. 14(1), pages 1-17, December.
    3. Dandan Shi & Qingxuan Shi, 2022. "Study on Mechanical Properties and Mesoscopic Numerical Simulation of Recycled Concrete," Sustainability, MDPI, vol. 14(19), pages 1-16, September.
    4. Mette Bendixen & Jim Best & Chris Hackney & Lars Lønsmann Iversen, 2019. "Time is running out for sand," Nature, Nature, vol. 571(7763), pages 29-31, July.
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    Cited by:

    1. Shiqing Yang & Mingjie Gu & Hongyi Lin & Yue Gong, 2023. "Property Improvement of Recycled Coarse Aggregate by Accelerated Carbonation Treatment under Different Curing Conditions," Sustainability, MDPI, vol. 15(6), pages 1-19, March.

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