Effect of Basalt Fiber Content on Mechanical Properties of Lunar Regolith Simulant Geopolymer Under Static Loading

In-situ lunar construction technology is critical for future lunar base development, and the production of geopolymers from lunar regolith-a novel cementitious material with concrete-like properties-has become a vital approach for achieving in-situ resource utilization. This study systematically investigated the influence of basalt fiber content (0-0.4%) on the mechanical properties of lunar regolith simulant geopolymers by controlling key parameters including curing temperature (20 °C and 80 °C), duration (1 d and 7 d), and alkali activator type (strong alkaline solution: a mixture of sodium hydroxide and sodium silicate, and weak alkaline solution: sodium silicate solution). Through testing of 144 specimens, the results revealed that strong alkali-activated specimens with 0.3% fibers cured at 20 °C for 7 d showed optimal ductility with compressive strength of 2.85 MPa and flexural strength of 0.53 MPa, exhibiting characteristic flat stress-strain curves. Specimens with 0.2% fibers under high-temperature curing at 80 °C for 1 d achieved maximum compressive strength of 44.76 MPa and flexural strength of 1.60 MPa but demonstrated brittle failure behavior. Weak alkali-activated specimens containing 0.1% fibers cured at 80 °C for 7 d attained superior comprehensive performance with peak flexural strength reaching 3.88 MPa, showing excellent fiber-matrix synergy. These findings provide important theoretical foundations for optimizing lunar construction materials through customized fiber reinforcement and curing strategies.

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Journal
Materials
Published
2025-09-23
DOI
https://doi.org/10.3390/ma18194442
Primary Topic
Planetary Science and Exploration
Type
article
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article

Effect of Basalt Fiber Content on Mechanical Properties of Lunar Regolith Simulant Geopolymer Under Static Loading

Neng Wang, Xuanyi Xue, Jianghuai Zhan, Shuai Li et al.
Materials
Planetary Science and Exploration
article

Effect of Basalt Fiber Content on Mechanical Properties of Lunar Regolith Simulant Geopolymer Under Static Loading

Neng Wang, Xuanyi Xue, Jianghuai Zhan, Shuai Li, Fei Wang, Jianmin Hua, Hong Yi
article en

Abstract

In-situ lunar construction technology is critical for future lunar base development, and the production of geopolymers from lunar regolith-a novel cementitious material with concrete-like properties-has become a vital approach for achieving in-situ resource utilization. This study systematically investigated the influence of basalt fiber content (0-0.4%) on the mechanical properties of lunar regolith simulant geopolymers by controlling key parameters including curing temperature (20 °C and 80 °C), duration (1 d and 7 d), and alkali activator type (strong alkaline solution: a mixture of sodium hydroxide and sodium silicate, and weak alkaline solution: sodium silicate solution). Through testing of 144 specimens, the results revealed that strong alkali-activated specimens with 0.3% fibers cured at 20 °C for 7 d showed optimal ductility with compressive strength of 2.85 MPa and flexural strength of 0.53 MPa, exhibiting characteristic flat stress-strain curves. Specimens with 0.2% fibers under high-temperature curing at 80 °C for 1 d achieved maximum compressive strength of 44.76 MPa and flexural strength of 1.60 MPa but demonstrated brittle failure behavior. Weak alkali-activated specimens containing 0.1% fibers cured at 80 °C for 7 d attained superior comprehensive performance with peak flexural strength reaching 3.88 MPa, showing excellent fiber-matrix synergy. These findings provide important theoretical foundations for optimizing lunar construction materials through customized fiber reinforcement and curing strategies.

MaterialsVol. 18(19)
Chongqing University (CN), University of Hong Kong (HK)
Openalex Percentile: Top 82%
Planetary Science and Exploration
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Effect of Basalt Fiber Content on Mechanical Properties of Lunar Regolith Simulant Geopolymer Under Static Loading — Neng Wang, Xuanyi Xue, et al. · Materials (2025) | TGRS Research Map | TGRS