کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
799093 903400 2011 20 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Characterisation of martian soil simulants for the ExoMars rover testbed
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Characterisation of martian soil simulants for the ExoMars rover testbed
چکیده انگلیسی

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.


► The mechanical parameters of three new martian soil analogues are measured.
► The experimental methods replicate variation in the in situ terrain density.
► Pressure-sinkage test results show sensitivity to the initial material compaction.
► Pressure-sinkage tests show sensitivity to the particle grading and container size.
► Shear tests conform to the critical state model except in a very fine sand analogue.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Terramechanics - Volume 48, Issue 6, December 2011, Pages 419–438
نویسندگان
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