Characterisation of martian soil simulants for the ExoMars rover testbed

被引:39
作者
Brunskill, Christopher [1 ]
Patel, Nildeep [2 ]
Gouache, Thibault P. [1 ,3 ]
Scott, Gregory P. [4 ]
Saaj, Chakravarthini M. [1 ]
Matthews, Marcus [1 ]
Cui, Liang [1 ]
机构
[1] Univ Surrey, Surrey Space Ctr, Guildford GU2 7XH, Surrey, England
[2] EADS Astrium Ltd, Stevenage SG1 2AS, Herts, England
[3] Univ Toulouse, IGM, ISAE, DMSM, F-31000 Toulouse, France
[4] AstroTech Solut, Springfield, VA 22152 USA
关键词
Mars; ExoMars; Rover; Mobility; Simulant; Soil mechanics; MECHANICAL-PROPERTIES; REGOLITH;
D O I
10.1016/j.jterra.2011.10.001
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The European Space Agency (ESA) ExoMars mission involves landing a rover on the surface of Mars on an exobiology mission to extend the search for life. The locomotion capabilities of the ExoMars rover will enable it to use its scientific instruments in a wide variety of locations. Before it is sent to Mars, this locomotion system must be tested and its performance limitations understood. To test the locomotion performance of the ExoMars rover, three martian regolith simulants were selected: a fine dust analogue, a fine Aeolian sand analogue, and a coarse sand analogue. To predict the performance of the ExoMars rover locomotion system in these three regolith simulants, it is necessary to measure some fundamental macroscopic properties of the materials: cohesion, friction angle, and various bearing capacity constants. This paper presents the tests conducted to determine these properties. During these tests, emphasis was placed on preparing the regolith simulants at different levels of density in order to evaluate its impact on the value of the parameters in particular. It was shown that compaction can influence the Bekker coefficients of pressure-sinkage. The shear properties are consistent with the critical state model at normal stresses similar to those of the ExoMars rover in all but one of the simulants, which showed behaviour more consistent with transitional soil behaviour. It is necessary to give due consideration to these variations to ensure a robust test regime is developed when testing the tractive ability of the ExoMars mobility system. (C) 2011 ISTVS. Published by Elsevier Ltd. All rights reserved.
引用
收藏
页码:419 / 438
页数:20
相关论文
共 52 条
  • [21] Ellery A., 2005, P 8 INT S ART INT RO, P1
  • [22] Golombek MP, 2008, MARTIAN SURFACE PROP
  • [23] Soil simulant sourcing for the ExoMars rover testbed
    Gouache, Thibault P.
    Patel, Nildeep
    Brunskill, Christopher
    Scott, Gregory P.
    Saaj, Chakravarthini M.
    Matthews, Marcus
    Cui, Liang
    [J]. PLANETARY AND SPACE SCIENCE, 2011, 59 (08) : 779 - 787
  • [24] Regolith simulant preparation methods for hardware testing
    Gouache, Thibault P.
    Brunskill, Christopher
    Scott, Gregory P.
    Gao, Yang
    Coste, Pierre
    Gourinat, Yves
    [J]. PLANETARY AND SPACE SCIENCE, 2010, 58 (14-15) : 1977 - 1984
  • [25] Gouache TP, 2010, EUR PLAN SCI C ROM I
  • [26] Gouache TP, 2009, EUR C SPAC STRUCT MA
  • [27] Janosi Z., 1961, P 1 INT C MECH SOIL
  • [28] Mobility performance of a rigid wheel in low gravity environments
    Kobayashi, Taizo
    Fujiwara, Yoichiro
    Yamakawa, Junya
    Yasufuku, Noriyuki
    Omine, Kiyoshi
    [J]. JOURNAL OF TERRAMECHANICS, 2010, 47 (04) : 261 - 274
  • [29] Kolbuszewski J.J., 1961, P MIDLAND SOIL MECH, V4, P107
  • [30] THE DRAINED RESIDUAL STRENGTH OF COHESIVE SOILS
    LUPINI, JF
    SKINNER, AE
    VAUGHAN, PR
    [J]. GEOTECHNIQUE, 1981, 31 (02): : 181 - 213