中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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
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
DOI10.1016/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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