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Evaluation of the Mechanical Performance and Carbon Sequestration in Ferro-Rock Sustainable Concrete Through Partial Cement Replacement and Controlled CO 2 Curing

Author

Listed:
  • Seleem S. E. Ahmad

    (Faculty of Engineering, Zagazig University, Zagazig 44519, Egypt)

  • Ahmed M. Elshirbeny

    (Faculty of Engineering, Zagazig University, Zagazig 44519, Egypt)

  • Ahmed A. Elshami

    (Housing and Building National Research Center, Giza 11511, Egypt)

  • Attitou Aboubakr

    (Civil Engineering Department, The Higher Institute of Engineering and Technology, Sohag 82524, Egypt)

  • Rasha A. El-Sadany

    (National Center for Radiation Research and Technology, Egyptian Atomic Energy Authority, Cairo 11787, Egypt)

  • Mohamed A. R. Elmahdy

    (Civil Engineering Department, Misr Higher Institute for Engineering & Technology, Mansoura 33511, Egypt)

Abstract

This work investigates Ferro-Rock concrete as a carbon-negative alternative to ordinary Portland cement (OPC), which accounts for 5–9% of global CO 2 emissions, and evaluates its viability as a sustainable construction material. Ferro-Rock is an iron-based binder comprising recycled iron powder, fly ash, metakaolin, limestone powder, and oxalic acid. This is enhanced by a carbonation reaction in which iron particles react with CO 2 and water to form iron (II) carbonate (FeCO 3 ), the main binding phase, thereby locking in atmospheric CO 2 . The experimental program was divided into two groups. Group 1 studied 100% Ferro-Rock binders with different types of aggregate, specimen sizes, and CO 2 curing periods (0–6 days) with a new locally manufactured stainless steel curing chamber that provided a controlled CO 2 environment of 99.9% and 1.2–1.5 bar gauge pressure. Group 2 investigated Ferro-Rock as a partial cement replacement at 0%, 5%, 10%, 15% and 20% levels of substitution with 5% increments. The 7 and 28 days of compressive, flexural and indirect tensile strengths were determined. The results showed the Ferro-Rock with 100% iron ductile waste aggregates (Mix F4) achieved a 28-day compressive strength of 5.5 MPa, 37.5% higher than the standard Ferro-Rock reference mix. The optimum replacement range of Group 2 was 5–10% with an increase in compressive strength by 5–10%, flexural strength by 11%, and indirect tensile strength by 16% over the OPC control. When replacement exceeded 25%, the bonding was weakened, and all strength measures decreased significantly, reaching a 46% reduction in compressive strength at 50% substitution. Scanning electron microscopy–energy-dispersive X-ray spectroscopy (SEM–EDS) microstructural analysis verified the gradual formation of the iron carbonate crystalline phase and provided mechanistic insights into the observed strength trends. Fully cured Ferro-Rock specimens sequestered as much as 11% CO 2 by weight, with a verifiably carbon-negative profile that no OPC-based system can match.

Suggested Citation

  • Seleem S. E. Ahmad & Ahmed M. Elshirbeny & Ahmed A. Elshami & Attitou Aboubakr & Rasha A. El-Sadany & Mohamed A. R. Elmahdy, 2026. "Evaluation of the Mechanical Performance and Carbon Sequestration in Ferro-Rock Sustainable Concrete Through Partial Cement Replacement and Controlled CO 2 Curing," Sustainability, MDPI, vol. 18(11), pages 1-28, June.
  • Handle: RePEc:gam:jsusta:v:18:y:2026:i:11:p:5676-:d:1959261
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