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
文献类型:期刊论文
作者 | Shao, Ruizhe2; Wu, Chengqing1,2; Li, Jun2 |
刊名 | JOURNAL OF ENVIRONMENTAL MANAGEMENT
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出版日期 | 2025-02-01 |
卷号 | 375页码:15 |
关键词 | High-performance Martian concrete Martian soil simulant In-situ resource utilization Fibre reinforcement Martian environment Compression performance Microstructure |
ISSN号 | 0301-4797 |
DOI | 10.1016/j.jenvman.2025.124426 |
英文摘要 | 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 degrees C-40 degrees 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 degrees C and 0 degrees C) diminished strength due to reduced aluminosilicate dissolution and gel formation. In contrast, specimens cured at 40 degrees C and 20 degrees C, respectively, showed superior early and long-term strengths, with the 40 degrees 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 CO2 eventually reduced the fibres' toughening effect and caused visible damages on steel fibres. |
资助项目 | ARC Discovery Grant[DP210101100] |
WOS研究方向 | Environmental Sciences & Ecology |
语种 | 英语 |
WOS记录号 | WOS:001422880400001 |
出版者 | ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD |
源URL | [http://119.78.100.198/handle/2S6PX9GI/37101] ![]() |
专题 | 中科院武汉岩土力学所 |
通讯作者 | Wu, Chengqing |
作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China 2.Univ Technol Sydney, Sch Civil & Environm Engn, Sydney, NSW 2007, Australia |
推荐引用方式 GB/T 7714 | Shao, Ruizhe,Wu, Chengqing,Li, Jun. 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[J]. JOURNAL OF ENVIRONMENTAL MANAGEMENT,2025,375:15. |
APA | Shao, Ruizhe,Wu, Chengqing,&Li, Jun.(2025).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.JOURNAL OF ENVIRONMENTAL MANAGEMENT,375,15. |
MLA | Shao, Ruizhe,et al."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".JOURNAL OF ENVIRONMENTAL MANAGEMENT 375(2025):15. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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