›› 2011, Vol. 32 ›› Issue (7): 1921-1925.

• Fundamental Theroy and Experimental Research •     Next Articles

Effects of moisture content and gradation on mechanical properties of TJ-1 lunar soil simulant

JIANG Ming-jing1, 2,LI Li-qing1, 2,LIU Fang1, 2,SUN Yu-gang1, 2   

  1. 1. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2009-11-16 Online:2011-07-10 Published:2011-06-30

Abstract: Tongji-1 (TJ-1) lunar soil simulant has been developed as a substitutive material of lunar mare for the purpose of engineering and scientific research. The moisture content and gradation are significant factors influencing the mechanical properties of TJ-1 lunar soil simulant. Their variation is hardly avoided if TJ-1 lunar simulant is manufactured in large quantities. This paper investigates the effects of moisture content and gradation on the mechanical properties (e.g. strength parameters, deformability) in TJ-1 lunar simulant. A series of mechanical tests were designed and performed for TJ-1 lunar soil simulant at different moisture contents and different gradations. The experimental results demonstrate: the upper limit of the moisture content is 3%; the relationship between strength parameters and moisture content and the acceptable range of gradation are obtained.

Key words: Chinese lunar exploration program, TJ-1 lunar soil simulant, moisture content, gradation, mechanical properties

CLC Number: 

  • TU 411
[1] ZHANG Shan-kai, LENG Xian-lun, SHENG Qian, . Study of water swelling and softening characteristics of expansive rock [J]. Rock and Soil Mechanics, 2020, 41(2): 561-570.
[2] WU Er-lu, ZHU Jun-gao, GUO Wan-li, LU Yang-yang, . Experimental study of compaction characteristics of coarse-grained soil based on gradation equation [J]. Rock and Soil Mechanics, 2020, 41(1): 214-220.
[3] XIAO Yao, DENG Hua-feng, LI Jian-lin, ZHI Yong-yan, XIONG Yu. The deterioration effect of fractured rock mass strengthened by grouting method under long-term immersion [J]. Rock and Soil Mechanics, 2019, 40(S1): 143-151.
[4] LIU Bo, MA Yong-jun, SHENG Hai-long, CHANG Ya-ru, YU Jun-jie, JIA Shuai-long, . Experiments on mechanical properties of Cretaceous red sandstone after freeze-thaw process [J]. Rock and Soil Mechanics, 2019, 40(S1): 161-171.
[5] LEI Jiang, CHEN Wei-zhong, LI Fan-fan, YU Hong-dan, MA Yong-shang, XIE Hua-dong, WANG Fu-gang, . Mechanical properties of surrounding rock in diversion tunnel of water diversion project from Hongyan River to Shitou River [J]. Rock and Soil Mechanics, 2019, 40(9): 3435-3446.
[6] DENG Hua-feng, ZHI Yong-yan, DUAN Ling-ling, PAN Deng, LI Jian-lin. Mechanical properties of sandstone and damage evolution of microstructure under water-rock interaction [J]. Rock and Soil Mechanics, 2019, 40(9): 3447-3456.
[7] WANG Chong, HU Da-wei, REN Jin-ming, ZHOU Hui, LU Jing-jing, LIU Chuan-xin, . Influence of erosive environment on permeability and mechanical properties of underground structures [J]. Rock and Soil Mechanics, 2019, 40(9): 3457-3464.
[8] HAN Gang, ZHOU Hui, CHEN Jian-lin, ZHANG Chuan-qing, GAO Yang, SONG Gui-hong, HONG Wang-bing, . Engineering geological properties of interlayer staggered zones at Baihetan hydropower station [J]. Rock and Soil Mechanics, 2019, 40(9): 3559-3568.
[9] LI Chen, WU Wen-bing, MEI Guo-xiong, ZONG Meng-fan, LIANG Rong-zhu, . Analytical solution for 1D degradation-consolidation of municipal solid waste under different drainage conditions [J]. Rock and Soil Mechanics, 2019, 40(8): 3071-3080.
[10] CHEN Min, ZHANG Tao, SHAN Hua-gang, WANG Xin-zhi, MENG Qing-shan, YU Ke-fu, . Study of the relationship between compression wave velocity and physical properties of calcareous sand [J]. Rock and Soil Mechanics, 2019, 40(6): 2275-2283.
[11] GUO Wan-li, ZHU Jun-gao, QIAN Bin, ZHANG Dan, . Particle breakage evolution model of coarse-grained soil and its experimental verification [J]. Rock and Soil Mechanics, 2019, 40(3): 1023-1029.
[12] CONG Yi, CONG Yu, ZHANG Li-ming, JIA Le-xin, WANG Zai-quan, . 3D particle flow simulation of loading-unloading failure process of marble [J]. Rock and Soil Mechanics, 2019, 40(3): 1179-1186.
[13] YU Jin, ZHANG Xin, CAI Yan-yan, LIU Shi-yu, TU Bing-xiong, FU Guo-feng, . Meso-damage and mechanical properties degradation of sandstone under combined effect of water chemical corrosion and freeze-thaw cycles [J]. Rock and Soil Mechanics, 2019, 40(2): 455-464.
[14] LI Jing, KONG Xiang-chao, SONG Ming-shui, WANG Yong, WANG Hao, LIU Xu-liang, . Study on the influence of reservoir rock micro-pore structure on rock mechanical properties and crack propagation [J]. Rock and Soil Mechanics, 2019, 40(11): 4149-4156.
[15] ZHOU Ke-ping, LIU Wei, ZHOU Yan-long, LIN Yun, XUE Ke. Mechanical properties and damage-softening constitutive model of backfill with different osmotic pressures [J]. Rock and Soil Mechanics, 2019, 40(10): 3724-3732.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] HUANG Jian-hua,SONG Er-xiang. Research on mechanical properties of frozen curtain in large anchorage foundation pit engineering[J]. , 2009, 30(11): 3372 -3378 .
[2] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[3] WANG Zhao-yang, XU Qiang, NI Wan-kui. Study of undisturbed loess stress-strain relation during CT test[J]. , 2010, 31(2): 387 -391 .
[4] DENG Qin,GUO Ming-wei,LI Chun-guang,GE Xiu-run. Vector sum method for slope stability analysis based on boundary element method[J]. , 2010, 31(6): 1971 -1976 .
[5] WAN Shao-shi, NIAN Ting-kai, JIANG Jing-cai, LUAN Mao-tian. Discussion on several issues in slope stability analysis based on shear strength reduction finite element methods (SSR-FEM)[J]. , 2010, 31(7): 2283 -2288 .
[6] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[7] LIU Jia, WANG Dong. Tension resistance and suction of plate anchor foundation in normally consolidated clay[J]. , 2009, 30(3): 735 -740 .
[8] ZHAO Shang-yi, ZHENG Ying-ren, LI An-hong, QIU Wen-ping, TANG Xiao-song. Application of multi-row embedded anti-slide piles to landslide of Wulong county government[J]. , 2009, 30(S1): 160 -164 .
[9] LIU Zhen-ping, HE Huai-jian, ZHU Fa-hua. Study of technology of fast 3D modeling and visualization based on borehole data[J]. , 2009, 30(S1): 260 -266 .
[10] WEI Hou-zhen, YAN Rong-tao, WEI Chang-fu, WU Er-lin, CHEN Pan, TIAN Hui-hui. Summary of researches for phase-equilibrium of natural gas hydrates in bearing sediments[J]. , 2011, 32(8): 2287 -2294 .