A novel specimen preparation method for TJ-1 lunar soil simulant in hollow cylinder apparatus

被引:8
|
作者
Jiang, Mingjing [1 ,3 ]
Shen, Zhifu [2 ,3 ]
Li, Liqing [2 ,3 ]
Su, Jiaxing [2 ,3 ,4 ]
机构
[1] Tongji Univ, Coll Civil Engn, Dept Geotech Engn, Key Lab Geotechn & Underground Engn Minist Educ, Shanghai 200092, Peoples R China
[2] Tongji Univ, Key Lab Geotechn & Underground Engn, Minist Educ, Shanghai 200092, Peoples R China
[3] Tongji Univ, Dept Geotech Engn, Shanghai 200092, Peoples R China
[4] Zhejiang Univ, Inst Geotech Engn, Hangzhou 310058, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
specimen preparation; hollow cylinder apparatus (HCA); TJ-1 lunar soil simulant; multi-layering dry-rodding method; multi-layer with under-compaction method (UCM);
D O I
10.3724/SP.J.1235.2012.00312
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Conventional methods for hollow cylinder apparatus (HCA) specimen preparation are not applicable for TJ-1 lunar soil simulant due to its wide particle size distribution. A novel method to prepare uniform TJ-1 specimen for HCA tests is put forward. The method is a combination of the multi-layering dry-rodding method and a new under-compaction criterion in the multi-layer with under-compaction method (UCM). In the novel method, the specimen is prepared with 5 layers by dry-rodding and the UCM is used to determine the height after each layer is compacted. The density uniformity of specimen is evaluated by the freezing method to find out the best under-compaction criterion. Two HCA specimens with the same target density are prepared by the novel method and examined in the tests of pure rotation of the principal stresses. Their conformable mechanical behaviors ascertain the effectiveness of the method to produce uniform and reproducible HCA specimens. Four groups of HCA tests are carried out to investigate the anisotropic and non-coaxial behaviors of TJ-1 lunar soil simulant. The results indicate that the principal stress direction, the deviator stress ratio, the stress level and the coefficient of the intermediate principal stress significantly influence the strength and deformation properties of TJ-1 lunar soil simulant.
引用
收藏
页码:312 / 325
页数:14
相关论文
共 17 条
  • [1] A novel specimen preparation method for TJ-1 lunar soil simulant in hollow cylinder apparatus
    Mingjing Jiang
    Zhifu Shen
    Liqing Li
    Jiaxing Su
    Journal of Rock Mechanics and Geotechnical Engineering, 2012, 4 (04) : 312 - 325
  • [2] Properties of TJ-1 Lunar Soil Simulant
    Jiang, Mingjing
    Li, Liqing
    Sun, Yugang
    JOURNAL OF AEROSPACE ENGINEERING, 2012, 25 (03) : 463 - 469
  • [3] Indoor experimental research on bearing behaviour of TJ-1 lunar soil simulant
    Hao Fei
    Jiang Ming-jing
    Sun De-an
    Yan Chao
    Zhang He
    Wang Chuang
    ROCK AND SOIL MECHANICS, 2015, 36 (07) : 1953 - 1958
  • [4] Field experimental research on bearing properties of TJ-1 lunar soil simulant
    Jiang, M.-J. (mingjingjiang@tongji.edu.cn), 1600, Academia Sinica (34):
  • [5] Field experimental research on bearing properties of TJ-1 lunar soil simulant
    Jiang Ming-jing
    Dai Yong-sheng
    Zhang He
    Wang Chuang
    Wu Xiao-feng
    ROCK AND SOIL MECHANICS, 2013, 34 (06) : 1529 - 1535
  • [6] Effects of moisture content and gradation on mechanical properties of TJ-1 lunar soil simulant
    Jiang Ming-jing
    Li Li-qing
    Liu Fang
    Sun Yu-gang
    ROCK AND SOIL MECHANICS, 2011, 32 (07) : 1921 - 1925
  • [7] Experimental investigation on deformation behavior of TJ-1 lunar soil simulant subjected to principal stress rotation
    Jiang, Mingjing
    Li, Liqing
    Yang, Qijun
    ADVANCES IN SPACE RESEARCH, 2013, 52 (01) : 136 - 146
  • [8] Effects of principal stress direction and deviatoric stress ratio on anisotropy of TJ-1 lunar soil simulant
    Jiang, Ming-Jing
    Li, Li-Qing
    Liu, Fang
    Su, Jia-Xing
    Yantu Lixue/Rock and Soil Mechanics, 2013, 34 (01): : 6 - 12
  • [9] Effects of principal stress direction and deviatoric stress ratio on anisotropy of TJ-1 lunar soil simulant
    Jiang Ming-jing
    Li Li-qing
    Liu Fang
    Su Jia-xing
    ROCK AND SOIL MECHANICS, 2013, 34 (01) : 6 - 12
  • [10] CPT-based Estimation of Bearing and Deformation Indexes for TJ-1 Lunar Soil Simulant Ground
    Jiang, Mingjing
    Zhang, Ning
    Shen, Zhifu
    Wu, Xiaofeng
    POWDERS AND GRAINS 2013, 2013, 1542 : 309 - 312