基于灰色关联分析模拟月壤抗压强度性能试验

doi:10.13229/j.cnki.jdxbgxb.20221128

吉林大学学报(工学版) ›› 2024, Vol. 54 ›› Issue (7): 2015-2025.doi: 10.13229/j.cnki.jdxbgxb.20221128

• 交通运输工程·土木工程 • 上一篇

基于灰色关联分析模拟月壤抗压强度性能试验

汪恩良^1,²(),任志凤^1,²,王储³,刘君巍^2,⁴,刘兴超^1,²,田野^2,⁵,邹猛⁶,卢孜筱⁷,张伟伟⁴,姜生元⁴()

^1.东北农业大学水利与土木工程学院，哈尔滨 150030
^2.星壤水冰分析测试联合实验室，哈尔滨 150030
^3.中国空间技术研究院，北京空间飞行器总体设计部，北京 100094
^4.哈尔滨工业大学宇航空间机构及控制研究中心，哈尔滨 150001
^5.哈尔滨商业大学轻工学院，哈尔滨 150028
^6.吉林大学工程仿生教育部重点实验室，长春 130022
^7.国家纳米科学中心，北京 100190

收稿日期:2022-08-31 出版日期:2024-07-01 发布日期:2024-08-05
通讯作者: 姜生元 E-mail:hljwel@126.com;jiangshy@hit.edu.cn
作者简介:汪恩良（1971-），男，教授，博士.研究方向：工程冻土及月球水冰模拟样本制备工艺及其装置研制.E-mail： hljwel@126.com
基金资助:
国家自然科学基金委联合基金项目(U2013603);NSFC-深圳机器人基础研究中心项目(52005136)

Experiment on compressive strength of simulated lunar soil based on grey correlation analysis

En-liang WANG^1,²(),Zhi-feng REN^1,²,Chu WANG³,Jun-wei LIU^2,⁴,Xing-chao LIU^1,²,Ye TIAN^2,⁵,Meng ZOU⁶,Zi-xiao LU⁷,Wei-wei ZHANG⁴,Sheng-yuan JIANG⁴()

^1.School of Water Conservancy and Civil Engineering，Northeast Agricultural University，Harbin 150030，China
^2.HIT-NEAU Joint Laboratory of Planetary Icy Regolith Analysis and Measurement，Harbin 150030，China
^3.Beijing Space Vehicle General Design Department，China Institute of Space Technology，Beijing 100094，China
^4.Aerospace Mechanism and Control Research Center，Harbin Institute of Technology，Harbin 150001，China
^5.Light Industry College，Harbin University of Commerce，Harbin 150028，China
^6.Key Laboratory of Bionic Engineering，Ministry of Education，Jilin University，Changchun 130022，China
^7.National Center for Nanoscience and Technology，Beijing 100190，China

Received:2022-08-31 Online:2024-07-01 Published:2024-08-05
Contact: Sheng-yuan JIANG E-mail:hljwel@126.com;jiangshy@hit.edu.cn

摘要/Abstract

摘要：

在月球南极永久阴影区内探测水冰物质是我国嫦娥七号的重要任务，为此在地球环境下开展模拟研究，制备极区含水模拟月壤测试样本，并对其月壤模拟物进行超低温条件下的力学特性测试，分析含水率、相对密实度、温度、加载速率及基材配比与抗压强度变化规律。结果明：冻结月壤模拟物的抗压强度随着含水率的增加而增大，随着密实度的增加而增大，随温度降低而增大，受加载速率变化的影响较小，受不同基材配比影响的抗压强度排序为：100%斜长岩<90%斜长岩+10%玄武岩<70%斜长岩+30%玄武岩<100%玄武岩月壤模拟物。最后，通过灰色关联分析探究月壤模拟物含水率、相对密实度、温度、加载速率、配比等基本物理性质指标与抗压强度的关联度，关联度排序为：含水率>密实度>温度>配比>加载速率。本文进行了含水月壤制备及力学特性测试，提出了更加系统规范的实施方案，作为极区含水月壤特性的研究基础，为后续月壤模拟研究提供了理论依据及参考。

关键词: 地面力学, 含水月壤模拟物, 抗压强度, 灰色关联理论, 关联度

Abstract:

The primary objective of the Chang'e-7 mission is to detect water ice in the permanently shadowed regions of the Moon's south pole. This study involves conducting simulation research within an Earth-based environment， preparing test samples of polar hydrous simulated lunar soil， and assessing the mechanical properties of these simulants under ultra-low temperatures. Additionally， it analyzes how various factors—including moisture content， compactness， temperature， loading rate， substrate composition， and compressive strength—interact. The results indicate that the compressive strength of the frozen lunar soil simulants increases with higher moisture content， greater compactness， and lower temperatures， while it is less influenced by variations in loading rate. The compressive strength is affected by substrate composition in the following order：100% plagioclase <90% plagioclase +10% basaltic <70% plagioclase +30% basaltic <100% basaltic lunar soil simulant. Furthermore， this study employs grey correlation analysis to explore the relationships among fundamental physical property indices such as moisture content， compactness， temperature， loading rate， substrate ratio， and compressive strength. The analysis reveals the following order of correlation strength： moisture content>compactness>temperature>substrate ratio>loading rate. This paper not only examines the preparation and mechanical properties of aqueous lunar soil but also proposes a more systematic and standardized implementation scheme. This serves as a foundational basis for understanding the characteristics of polar aqueous lunar soil， providing valuable theoretical insights and references for subsequent lunar soil simulation research..

Key words: terramechanics, hydrous lunar soil simulant, compressive strength, grey correlation theory, correlation degree

中图分类号:

TU441

汪恩良,任志凤,王储,刘君巍,刘兴超,田野,邹猛,卢孜筱,张伟伟,姜生元. 基于灰色关联分析模拟月壤抗压强度性能试验[J]. 吉林大学学报(工学版), 2024, 54(7): 2015-2025.

En-liang WANG,Zhi-feng REN,Chu WANG,Jun-wei LIU,Xing-chao LIU,Ye TIAN,Meng ZOU,Zi-xiao LU,Wei-wei ZHANG,Sheng-yuan JIANG. Experiment on compressive strength of simulated lunar soil based on grey correlation analysis[J]. Journal of Jilin University(Engineering and Technology Edition), 2024, 54(7): 2015-2025.

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参考文献 26

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物质组成	形态	比重	压缩指数	颗粒级配/%
物质组成	形态	比重	压缩指数	中值粒径/μm	C_u	C_c
斜长石，其他镁铁矿物	棱角状	2.94	0.3	74	1.91	0.95

物质组成	形态	比重	颗粒级配/%
物质组成	形态	比重	中值粒径/μm	C_u	C_c
玄武质火山渣，钛铁矿和橄榄石矿等	棱角次棱角状	2.73	88.33	10.81	0.92

项	斜长岩占比	含水率	温度	相对密实度	加载速率
第1项	0.688	0.901	0.644	0.713	0.808
第2项	0.857	0.981	0.790	0.897	0.952
第3项	0.626	0.777	0.667	0.606	0.551
第4项	0.553	0.601	0.896	0.569	0.628
第5项	0.635	0.700	0.806	0.656	0.736
第6项	0.672	0.746	0.821	0.697	0.787
第7项	0.710	0.793	0.842	0.737	0.840
第8项	0.945	0.918	0.744	0.994	0.863
第9项	0.655	0.725	0.616	0.832	0.764
第10项	0.797	0.903	0.739	0.925	0.964
第11项	0.852	0.974	0.786	0.891	0.403
第12项	0.968	0.898	0.884	0.982	0.510
第13项	0.872	1.000	0.803	0.913	0.590
第14项	0.975	0.853	0.932	0.928	0.878
第15项	0.961	0.904	0.878	0.989	0.642
第16项	0.765	0.862	0.711	0.796	0.626
第17项	0.585	0.770	0.662	0.602	0.547
第18项	0.474	0.666	0.583	0.536	0.492
第19项	0.333	0.586	0.521	0.483	0.447

评价项	关联度	排名
斜长岩占比/%	0.733	4
含水率/%	0.819	1
温度/℃	0.754	3
相对密实度/%	0.776	2
加载速率/（mm·min^-1）	0.686	5

序号	参数	基本物理参数
1	密实度	平均密度为1.4~1.8 g/cm³，相对密度为2.76~2.86 g/cm³
2	温度	月球极区夏季最高温度可达308 K，冬季最低温度约为10 K，夏季平均温度为201 K，冬季平均温度为42 K
3	含水率	月球永久阴影区月壤水冰富集深度大于1.8 m，根据M³、LCROSS等探测任务发现，其含水率在1%以上，最高超过5.6%

基于灰色关联分析模拟月壤抗压强度性能试验

Experiment on compressive strength of simulated lunar soil based on grey correlation analysis

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参考文献 26

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编号	斜长岩占比/%	含水率/%	温度/℃	相对密实度/%	加载速率/（mm·min^-1）	强度/MPa
1	100	5	-190	99	10	17.74
2	100	10	-190	99	10	27.41
3	100	15.50	-190	99	10	53.16
4	100	10	-10	99	10	5.76
5	100	10	-30	99	10	13.65
6	100	10	-50	99	10	16.62
7	100	10	-70	99	10	19.28
8	100	10	-230	99	10	28.84
9	100	10	-190	70	10	15.32
10	100	10	-190	86	10	24.45
11	100	10	-190	99	30	27.19
12	100	10	-190	99	25	31.91
13	100	10	-190	99	20	28.08
14	100	10	-190	99	15	33.89
15	100	10	-190	99	5	31.66
16	100	10	-190	99	1	22.68
17	90	15.50	-190	99	10	53.57
18	70	15.50	-190	99	10	60.44
19	0	15.50	-190	99	10	67.34

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