Thermal Performance of Geopolymer Concrete Energy Piles

Abstract This study evaluates the thermal performance and environmental impacts of energy geo-piles constructed using geopolymer concrete (GPC) incorporating 30% electric arc furnace slag (EAFS), in comparison with conventional ordinary Portland cement concrete (OPCC). The study involved comprehensive experimental testing and numerical modelling to assess heat-transfer efficiency, thermal deformation characteristics, and the carbon footprint of each material system. Two full-scale prototype piles were built and tested; one made from EAFS-GPC and the other from OPCC. Both concrete types exhibited comparable mechanical performance. Results show that piles constructed using EAFS-GPC exhibited higher thermal conductivity, resulting in a 14% improvement in the heat-transfer efficiency compared with the measurements recorded on the OPCC pile. In addition, the thermal expansion coefficient of EAFS-GPC piles was 17% lower than that of the normal Portland concrete pile, thereby reducing susceptibility to lateral earth pressures. The surrounding soil reached an 8% higher steady-state temperature, indicating more efficient heat exchange. Importantly, the use of GPC led to a 45% reduction in CO 2 emissions, demonstrating significant environmental benefits. The numerical model results were in close agreement with the laboratory measurements, with a maximum deviation of 7.2%. The study findings confirm that EAFS-enhanced GPC is a high-performance, low-carbon material for next-generation energy geo-piles, with optimal behaviour achieved when the pile thermal conductivity matches or exceeds that of the adjacent soils.

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Publication Details

Journal
Geotechnical and Geological Engineering
Published
2026-02-12
DOI
https://doi.org/10.1007/s10706-026-03637-1
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Thermal Performance of Geopolymer Concrete Energy Piles

Muhammad Hasan, Musab Alhawat, Omar Elkezza, Therese Sheehan et al.
Geotechnical and Geological Engineering
Concrete and Cement Materials Research
article

Thermal Performance of Geopolymer Concrete Energy Piles

Muhammad Hasan, Musab Alhawat, Omar Elkezza, Therese Sheehan, Mostafa Mohamed, Amir Khan
article en

Abstract

Abstract This study evaluates the thermal performance and environmental impacts of energy geo-piles constructed using geopolymer concrete (GPC) incorporating 30% electric arc furnace slag (EAFS), in comparison with conventional ordinary Portland cement concrete (OPCC). The study involved comprehensive experimental testing and numerical modelling to assess heat-transfer efficiency, thermal deformation characteristics, and the carbon footprint of each material system. Two full-scale prototype piles were built and tested; one made from EAFS-GPC and the other from OPCC. Both concrete types exhibited comparable mechanical performance. Results show that piles constructed using EAFS-GPC exhibited higher thermal conductivity, resulting in a 14% improvement in the heat-transfer efficiency compared with the measurements recorded on the OPCC pile. In addition, the thermal expansion coefficient of EAFS-GPC piles was 17% lower than that of the normal Portland concrete pile, thereby reducing susceptibility to lateral earth pressures. The surrounding soil reached an 8% higher steady-state temperature, indicating more efficient heat exchange. Importantly, the use of GPC led to a 45% reduction in CO 2 emissions, demonstrating significant environmental benefits. The numerical model results were in close agreement with the laboratory measurements, with a maximum deviation of 7.2%. The study findings confirm that EAFS-enhanced GPC is a high-performance, low-carbon material for next-generation energy geo-piles, with optimal behaviour achieved when the pile thermal conductivity matches or exceeds that of the adjacent soils.

Geotechnical and Geological EngineeringVol. 44(2)
Openalex Percentile: Top 60%
Concrete and Cement Materials Research
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Thermal Performance of Geopolymer Concrete Energy Piles — Muhammad Hasan, Musab Alhawat, et al. · Geotechnical and Geological Engineering (2026) | TGRS Research Map | TGRS