Engineering cement-free high-performance Martian concrete with enhanced in-situ utilization of soil simulant: Curing across −20 °C–40 °C and CO2-rich environments

Mars is increasingly considered for colonization by virtue of its Earth-like conditions and potential to harbor life. Responding to challenges of the Martian environment and the complexity of transporting resources from Earth, this study develops a novel geopolymer-based high-performance Martian concrete (HPMC) using Martian soil simulant. The optimal simulant addition, ranging from 30% to 70% of the total mass of the binders, was explored to optimize both the performance of HPMC and its cost-effectiveness. Additionally, the effects of temperature (-20 °C-40 °C) and atmospheric (ambient and carbonated) curing conditions, as well as steel fibre addition, were investigated on its long-term compressive and microstructural performance. Optimal results showed that HPMC with 50% regolith simulant achieved the best 7-day compressive strength (62.8 MPa) and the remarkable efficiency improvement, a result of ideal chemical ratios and effective geopolymerization reaction. Under various temperature conditions, sub-zero temperatures (-20 °C and 0 °C) diminished strength due to reduced aluminosilicate dissolution and gel formation. In contrast, specimens cured at 40 °C and 20 °C, respectively, showed superior early and long-term strengths, with the 40 °C potential for moisture loss related shrinkage cracking and reduced geopolymerization. Regarding the atmospheric environment, carbonation curing and steel fibre addition both improved the matrix compactness and compressive strength, with carbon-cured fibre-reinforced HPMC achieving 98.3 MPa after 60 days. However, long-term exposure to high levels of CO<sub>2</sub> eventually reduced the fibres' toughening effect and caused visible damages on steel fibres.

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Publication Details

Journal
Journal of Environmental Management
Published
2025-02-01
DOI
https://doi.org/10.1016/j.jenvman.2025.124426
Citations
5
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
4.77

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article

Engineering cement-free high-performance Martian concrete with enhanced in-situ utilization of soil simulant: Curing across −20 °C–40 °C and CO2-rich environments

Chengqing Wu, Ruizhe Shao, Jun Li
5 citations
Journal of Environmental Management
Concrete and Cement Materials Research
4.77
article

Engineering cement-free high-performance Martian concrete with enhanced in-situ utilization of soil simulant: Curing across −20 °C–40 °C and CO2-rich environments

Chengqing Wu, Ruizhe Shao, Jun Li
article en
5 citations

Abstract

Mars is increasingly considered for colonization by virtue of its Earth-like conditions and potential to harbor life. Responding to challenges of the Martian environment and the complexity of transporting resources from Earth, this study develops a novel geopolymer-based high-performance Martian concrete (HPMC) using Martian soil simulant. The optimal simulant addition, ranging from 30% to 70% of the total mass of the binders, was explored to optimize both the performance of HPMC and its cost-effectiveness. Additionally, the effects of temperature (-20 °C-40 °C) and atmospheric (ambient and carbonated) curing conditions, as well as steel fibre addition, were investigated on its long-term compressive and microstructural performance. Optimal results showed that HPMC with 50% regolith simulant achieved the best 7-day compressive strength (62.8 MPa) and the remarkable efficiency improvement, a result of ideal chemical ratios and effective geopolymerization reaction. Under various temperature conditions, sub-zero temperatures (-20 °C and 0 °C) diminished strength due to reduced aluminosilicate dissolution and gel formation. In contrast, specimens cured at 40 °C and 20 °C, respectively, showed superior early and long-term strengths, with the 40 °C potential for moisture loss related shrinkage cracking and reduced geopolymerization. Regarding the atmospheric environment, carbonation curing and steel fibre addition both improved the matrix compactness and compressive strength, with carbon-cured fibre-reinforced HPMC achieving 98.3 MPa after 60 days. However, long-term exposure to high levels of CO<sub>2</sub> eventually reduced the fibres' toughening effect and caused visible damages on steel fibres.

Journal of Environmental ManagementVol. 375
University of Technology Sydney (AU), Institute of Rock and Soil Mechanics (CN)
Australian Research Council
Life in Land
Openalex Percentile: Top 6%
Concrete and Cement Materials Research
4.77
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