Vibratory compaction method for preparing lunar regolith drilling simulant

Abstract Drilling and coring is an effective way to acquire lunar regolith samples along the depth direction. To facilitate the modeling and simulation of lunar drilling, ground verification experiments for drilling and coring should be performed using lunar regolith simulant. The simulant should mimic actual lunar regolith, and the distribution of its mechanical properties should vary along the longitudinal direction. Furthermore, an appropriate preparation method is required to ensure that the simulant has consistent mechanical properties so that the experimental results can be repeatable. Vibratory compaction actively changes the relative density of a raw material, making it suitable for building a multilayered drilling simulant. It is necessary to determine the relation between the preparation parameters and the expected mechanical properties of the drilling simulant. A vibratory compaction model based on the ideal elastoplastic theory is built to represent the dynamical properties of the simulant during compaction. Preparation experiments indicated that the preparation method can be used to obtain drilling simulant with the desired mechanical property distribution along the depth direction.

[1]  Michael A. Mooney,et al.  Anisotropy in the Spatial Distribution of Roller-Measured Soil Stiffness , 2010 .

[2]  W. D. Carrier,et al.  Strength and compressibility of returned lunar soil , 1972 .

[3]  Michael A. Mooney,et al.  Finite element analysis of vibratory roller response on layered soil systems , 2015 .

[4]  Yuru Li,et al.  Developing a Lightweight Martian Soil Simulant for a High-Sinkage Mobility Test , 2015 .

[5]  S. Noble The Lunar Regolith , 2009 .

[6]  W. D. Carrier,et al.  Lunar soil grain size distribution , 1973 .

[7]  Xiaowen Zhou,et al.  Discrete element simulations of direct shear tests with particle angularity effect , 2015 .

[8]  Christopher Brunskill,et al.  Regolith simulant preparation methods for hardware testing , 2010 .

[9]  Stein Sture,et al.  Geotechnical Behavior of JSC-1 Lunar Soil Simulant , 2000 .

[10]  J. K. Mitchell,et al.  Apollo soil mechanics experiment S-200 , 1974 .

[11]  Chakravarthini M. Saaj,et al.  Measuring and Simulating the Effect of Variations in Soil Properties on Microrover Trafficability , 2009 .

[12]  James K. Mitchell,et al.  Mechanical properties of lunar soil - Density, porosity, cohesion, and angle of internal friction. , 1972 .

[13]  P. Coste,et al.  First experimental investigation of dual-reciprocating drilling in planetary regoliths: Proposition of penetration mechanics , 2011 .

[14]  Mansour Solaimanian,et al.  Modelling linear viscoelastic properties of asphalt concrete by the Huet–Sayegh model , 2009 .

[15]  Mingjing Jiang,et al.  Experimental investigation on deformation behavior of TJ-1 lunar soil simulant subjected to principal stress rotation , 2013 .

[16]  J. C. Laul,et al.  The Apollo 14 Regolith: Petrology of cores 14210/14211 and 14220 and soils 14141, 14148, and 14149 , 1982 .

[17]  Xiang Shu,et al.  Air-Void Distribution Analysis of Asphalt Mixture Using Discrete Element Method , 2013 .

[18]  Xiangwu Zeng,et al.  Lunar Excavation Experiments in Simulant Soil Test Beds: Revisiting the Surveyor Geotechnical Data , 2013 .

[19]  Julie Kleinhenz,et al.  ISRU Soil Mechanics Vacuum Facility: Soil Bin Preparation and Simulant Strength Characterization , 2012 .

[20]  Sesh Commuri,et al.  Dynamical Response of Vibratory Rollers during the Compaction of Asphalt Pavements , 2014 .

[21]  K. Shinohara,et al.  Effect of particle shape on angle of internal friction by triaxial compression test , 2000 .

[22]  Michael A. Mooney,et al.  Capturing Nonlinear Vibratory Roller Compactor Behavior through Lumped Parameter Modeling , 2008 .

[23]  Yanrong Li Effects of particle shape and size distribution on the shear strength behavior of composite soils , 2013, Bulletin of Engineering Geology and the Environment.

[24]  Carl Wersäll,et al.  Small-Scale Testing of Frequency-Dependent Compaction of Sand Using a Vertically Vibrating Plate , 2013 .

[25]  Yang Gao,et al.  Analysis of drill head designs for dual-reciprocating drilling technique in planetary regoliths , 2015 .

[26]  Nagaratnam Sivakugan,et al.  Inflection Point Method to Estimate ch From Radial Consolidation Tests with Peripheral Drain , 2013 .

[27]  Stewart Sherrit,et al.  Extraterrestrial Drilling and Excavation , 2009 .

[28]  I Paulmichl,et al.  Heavy tamping integrated dynamic compaction control , 2007 .

[29]  Michael A. Arnold,et al.  Comparison of vibrocompaction methods by numerical simulations , 2009 .

[30]  Subhash Rakheja,et al.  Analysis of Ride Vibration Environment of Soil Compactors , 2010 .

[31]  Tom Scarpas,et al.  Modeling of Hot-Mix Asphalt Compaction: A Thermodynamics-Based Compressible Viscoelastic Model , 2010 .