W. Lu, Y. Shi, X. Xue, G. Cheng, H. Li | 2026 | Polymers
DOI 10.3390/polym18080998Review state
Last reviewed
Not reviewed yet
Last approved reanalysis
No approved reanalysis yet
This paper evaluates the stress-strain behavior and reaction mechanism of alkali-activated CQU-1 lunar regolith simulant geopolymer. It investigates the effects of curing temperature, curing time, and water binder ratio on mechanical properties. The study proposes models for stress-strain, elastic modulus, and peak strain behavior. The CQU-1 simulant is used to prepare cylindrical specimens under axial compression. This study investigates the mechanical behavior of alkali-activated CQU-1 lunar regolith simulant geopolymer (LRSG) under various curing conditions. The research focuses on the coupled effects of curing temperature, time, and water binder ratio on the full stress-strain behavior of the material. A series of unconfined compressive strength (UCS) tests were conducted to analyze the influence of these parameters on the mechanical properties of the LRSG. The results were used to develop a predictive model using multivariate nonlinear regression. Additionally, microstructural and phase composition analyses were performed using X-ray diffraction (XRD) to elucidate the reaction mechanism of alkali-activated LRSG. The study provides a foundation for utilizing alkali-activated CQ
These are the records this paper contributes to the simulant, returned sample, method, and property browsers.
No returned samples extracted yet.
Axial compression testing
mechanical testing
Unconfined Compressive Strength (UCS) Tests
Mechanical Testing | Lunar construction
Comparison with previous study
Literature review
Curing Time
Time
Elastic modulus prediction
Model validation
Segmental model development
stress-strain behavior
Curing conditions effect analysis
stress-strain behavior
Water binder ratio effect analysis
stress-strain behavior
Compressive strength
Predicted by models
Ultimate strain
Predicted by models
Stress-strain behavior
Predicted by models
Unconfined Compressive Strength (UCS)
Varies with curing conditions
Curing Time Effect
Longer times increase compressive strength
model accuracy
discrepancies in ascending and descending phases
peak stress
higher
elastic modulus
higher