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Utilization of electronic plastic waste as fine aggregate with and without silica fume in concrete: experimentation and life cycle assessment
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  • Published: 19 January 2026

Utilization of electronic plastic waste as fine aggregate with and without silica fume in concrete: experimentation and life cycle assessment

  • Shady Omran1,
  • Samson Sisupalan1,
  • Ahmad Alyaseen2 &
  • …
  • Afzal Husain Khan3 

Scientific Reports , Article number:  (2026) Cite this article

  • 876 Accesses

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We are providing an unedited version of this manuscript to give early access to its findings. Before final publication, the manuscript will undergo further editing. Please note there may be errors present which affect the content, and all legal disclaimers apply.

Subjects

  • Civil engineering
  • Natural hazards

Abstract

The depletion of natural resources has created an urgent need to identify alternative, sustainable materials for construction. Simultaneously, the rapid global accumulation and improper disposal of electronic waste (E-waste), particularly in developing countries, have raised significant environmental and public health concerns. This study investigates the use of electronic plastic waste (E-PW) as a partial replacement for fine aggregate in concrete, with replacement levels of 5%, 10%, 15%, and 20% evaluated at different curing ages. While the inclusion of E-PW led to reductions in mechanical and durability performance compared to conventional concrete, these effects were mitigated by replacing 10% of the cement with silica fume (SF). The enhancement provided by SF demonstrated improved strength and performance in the E-PW concrete mixtures. According to SEM results, SF highlights the interfacial transition zone (ITZ) associated with E-PW in the OPC matrix. The best performing mix for blends containing E-PW and SF were M7 (5% E-PW + 10% SF), achieved a compressive strength of 37.69 MPa, a flexural strength of 5.36 MPa, and a splitting tensile strength of 3.91 MPa at 56 days, surpassing those of the reference concrete. An environmental perspective, life cycle assessment demonstrated that a 20% replacement of fine aggregates with E-PW reduced the overall environmental burden by 5.3% and lowered the global warming potential by 1.43%, equivalent to saving approximately 4–5 kg CO₂-eq per cubic meter of concrete. Hence, the findings support the potential for producing eco-efficient concrete by partially replacing natural sand with E-waste, contributing to resource conservation and environmental sustainability.

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Data availability

Data availability: The datasets generated and analyzed during this study are available from the corresponding author upon request.

Abbreviations

E-waste:

Electronic Waste

E-PW:

Electronic Plastic Waste

SF:

Silica Fume

SCM:

Supplementary Cementitious Materials

FA:

Fine Aggregate

CA:

Coarse Aggregate

SCM:

Supplementary Cementitious Materials

FA:

Fine Aggregate

CA:

Coarse Aggregate

ABS:

Acrylonitrile Butadiene Styrene

FTIR:

Fourier-Transform Infrared Spectroscopy

HIPS:

High-Impact Polystyrene

PC:

Polycarbonate

PVC:

Polyvinyl chloride

UPV:

Ultrasonic Pulse Velocity

RH:

Rebound hammer

RCPT:

Rapid Chloride Permeability

SEM:

Scanning Electron Microscopy

LCA:

Life Cycle Assessment

CH:

Calcium Hydroxide

C-S-H:

Calcium Silicate Hydrate

ITZ:

Interfacial Transition Zone

GPW:

Global Warming Potential

XRD:

X-Ray Diffraction

TGA:

Thermogravimetric Analysis

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Acknowledgements

Acknowledgements: The authors gratefully acknowledge the funding of the Deanship of Graduate Studies and Scientific Research, Jazan University, Saudi Arabia, through project number: (JU-202505352-DGSSR-ORA-2025).

Funding

This research was funded by the Deanship of Graduate Studies and Scientific Research, Jazan University, Saudi Arabia, through project number: (JU-202505352-DGSSR-ORA-2025).

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Authors and Affiliations

  1. Department of Civil Engineering, Vel Tech Rangarajan Dr. Sagunthala R&D Institute of Science and Technology, Chennai, Tamil Nadu, India

    Shady Omran & Samson Sisupalan

  2. Faculty of Civil Engineering, Al-Furat University, Deir ez-Zor, Syria

    Ahmad Alyaseen

  3. Civil and Architectural Engineering Department, College of Engineering and Computer Sciences, Jazan University, P.O Box 706, Jazan, 45142, Saudi Arabia

    Afzal Husain Khan

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  1. Shady Omran
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  2. Samson Sisupalan
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  3. Ahmad Alyaseen
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  4. Afzal Husain Khan
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Contributions

S.O., S.S.: Conceptualization, Methodology, Formal analysis, Resources, Writing - review & editing the original draft, work administration. S.S., A.A., A.H.K.: Methodology, Formal analysis, Resources, Visualization, Validation, Writing - review & editing the original draft. The authors confirm that all individuals involved in the research have thoroughly read and given their consent to the final version of the manuscript that is to be published.

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Correspondence to Ahmad Alyaseen or Afzal Husain Khan.

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Omran, S., Sisupalan, S., Alyaseen, A. et al. Utilization of electronic plastic waste as fine aggregate with and without silica fume in concrete: experimentation and life cycle assessment. Sci Rep (2026). https://doi.org/10.1038/s41598-026-35491-9

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  • Received: 05 June 2025

  • Accepted: 06 January 2026

  • Published: 19 January 2026

  • DOI: https://doi.org/10.1038/s41598-026-35491-9

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Keywords

  • Electronic plastic waste
  • Sustainable concrete
  • Mechanical properties
  • Durability properties
  • Life cycle assessment
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