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环境-组分耦合作用对月壤基地质聚合物的力学性能研究OA

Coupled effects of environment and composition on mechanical properties of lunar regolith based geopolymer

中文摘要英文摘要

为应对全球月球基地建设中可持续永久性居所建造的关键战略需求,本研究基于月球原位资源利用理念,选用与嫦娥六号月壤成分相似的模拟物为原料,通过固体硅酸钠激发的"一步法"工艺制备月壤基地质聚合物(lunar regolith based geopolymer,简称LRG),系统探究其在月面极端温度环境(-178~113℃)下的力学性能演变规律.重点分析了月壤关键元素组成(Ca/Si 及Al/Si)对LRG抗压强度的影响,并借助扫描电镜和能量色散X射线光谱(scanning electron microscopy-energy dispersive X-ray spectroscopy,简称SEM-EDS)、X射线衍射(X-ray Diffraction,简称XRD)、热重分析(thermogravimetric analysis,简称 TGA)及氮气吸附脱附(nitrogen adsorption-desorption,简称 NAD)测试等微观测试,揭示了月面温变与元素组分耦合作用下 LRG 的微观结构演化机制.研究结果表明:提高 Ca/Si 质量比(0.26~0.35,Al/Si=0.34)虽可增强 LRG抗压强度,但加剧其超低温敏感性;而提高Al/Si(0.34~0.58,Ca/Si=0.26)则使LRG强度呈先升后降趋势,超低温敏感性呈先降后升特征.当 Ca/Si=0.35、Al/Si=0.58 时,LRG 抗压强度达 52.25 MPa,并在经超低温后仍保持较高强度.进一步分析表明,LRG 在超低温下的强度劣化机制由内外因耦合所致:内因源于凝胶网络塌陷引起的孔结构劣化,外因则包括孔隙水冻结诱发的低温泵吸效应与凝胶不相容性共同导致孔隙扩张.其中高钙体系劣化由内外因共同作用,而低钙体系则以外因为主.此外,本研究提出月球建造的最佳施工窗口期为月昼高温阶段前约100 h内完成拌合与浇筑.本研究不仅阐明了Ca、Al和Si协同作用对LRG力学性能的调控机制,还揭示了不同元素组分下的超低温劣化规律,为月球原位资源的高效利用与经济可持续地外建造提供重要理论依据与技术支撑.

To address the critical strategic need for sustainable and permanent habitat construction in global lunar base development,this study adopted the concept of in-situ resource utilization on the Moon.Using a simulant with a composition similar to that of Chang'e-6 lunar regolith as the foundational raw material,lunar regolith-based geopolymers(LRG)were synthesized via a solid sodium silicate-activated"one-part"process.A systematic investigation was conducted into the evolution of mechanical performance under the Moon's extreme surface temperatures(-178 to 113℃).The study focused on how key elemental ratios in the regolith(Ca/Si and Al/Si)affected the compressive strength of LRG.Furthermore,leveraging the advanced analytical techniques such as scanning electron microscopy coupled with energy-dispersive X-ray spectroscopy(SEM-EDS),X-ray diffraction(XRD),thermogravimetric analysis(TGA),and nitrogen adsorption-desorption(NAD)tests,this study elucidated the microstructural evolution mechanisms of LRG under the combined effects of thermal cycling and elemental composition.The results showed that increasing Ca/Si(0.26-0.35,Al/Si=0.34)enhanced the compressive strength of LRG but concurrently heightened its susceptibility to cryogenic conditions;increasing Al/Si(0.34-0.58,Ca/Si=0.26)led to a rise-then-fall trend in strength,while cryogenic sensitivity initially decreased and subsequently increased.Notably,when Ca/Si was set at 0.35 and Al/Si at 0.58,the compressive strength of LRG reached 52.25 MPa and remained relatively robust even after cryogenic exposure.Further analysis indicated that strength degradation under cryogenic exposure arose from a combination of internal and external factors:internally,pore-structure deterioration due to collapse of the gel network;externally,pore-water freezing-induced cryo-suction and gel incompatibility collectively contributing to pore expansion.Degradation in high-calcium systems was attributed to the synergistic effects of internal and external factors,whereas in low-calcium systems it was predominantly governed by external factors.Moreover,this study proposed that the optimal construction window for lunar building operations entailed completing mixing and casting within approximately 100 hours prior to the onset of the high-temperature phase of the lunar daytime.This work not only clarified the regulation mechanism governing LRG mechanical performance via the synergistic interplay of Ca/Al/Si but also unveiled the cryogenic degradation patterns across diverse elemental compositions,thereby providing an important theoretical basis and technical support for the efficient utilization of lunar in-situ resources and economically sustainable extraterrestrial construction.

吴俊;周子翰;姚传芹;张丰收

上海师范大学 建筑工程学院,上海 201418上海工程技术大学 城市轨道交通学院,上海 201620上海师范大学 建筑工程学院,上海 201418||中国科学院武汉岩土力学研究所 岩土力学与工程安全全国重点实验室,湖北 武汉 430071同济大学 土木工程学院,上海 200092

建筑与水利

月壤模拟物地质聚合物月球温变超低温劣化机制力学性能

lunar regolith simulantgeopolymerlunar temperature variationcryogenic degradation mechanismmechanical property

《岩土力学》 2026 (8)

2549-2567,19

国家自然科学基金(No.42377201,No.52109133)岩土力学与工程安全全国重点实验室开放基金(No.SKLGME022015).This work was supported by the National Natural Science Foundation of China(42377201,52109133)and the Open Research Fund of State Key Laboratory of Geomechanics and Geotechnical Engineering Safety(SKLGME022015).

10.16285/j.rsm.2025.0624

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