Susan N. Batiste, Ph.D. - Publications

2001 University of Colorado, Boulder, Boulder, CO, United States 
Civil Engineering

15 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2014 Baker DN, Kanekal SG, Hoxie VC, Batiste S, Bolton M, Li X, Elkington SR, Monk S, Reukauf R, Steg S, Westfall J, Belting C, Bolton B, Braun D, Cervelli B, et al. The Relativistic Electron-Proton Telescope (REPT) Instrument on Board the Radiation Belt Storm Probes (RBSP) Spacecraft: Characterization of earth's radiation belt high-energy particle populations The Van Allen Probes Mission. 337-381. DOI: 10.1007/S11214-012-9950-9  0.92
2010 Arslan H, Batiste S, Sture S. Engineering properties of lunar soil simulant JSC-1A Journal of Aerospace Engineering. 23: 70-83. DOI: 10.1061/(Asce)0893-1321(2010)23:1(70)  0.92
2010 Alshibli KA, Batiste SN, Sture S, Lankton M. Micro-Characterization of Shearing in Granular Materials Using Computed Tomography Advances in X-Ray Tomography For Geomaterials. 15-34. DOI: 10.1002/9780470612187.ch1  0.92
2009 Horányi M, Hoxie V, James D, Poppe A, Bryant C, Grogan B, Lamprecht B, Mack J, Bagenal F, Batiste S, Bunch N, Chanthawanich T, Christensen F, Colgan M, Dunn T, et al. The student dust counter on the New Horizons mission New Horizons: Reconnaissance of the Pluto-Charon System and the Kuiper Belt. 387-402. DOI: 10.1007/S11214-007-9250-Y  0.92
2008 Arslan H, Sture S, Batiste S. Experimental simulation of tensile behavior of lunar soil simulant JSC-1 Materials Science and Engineering A. 478: 201-207. DOI: 10.1016/J.Msea.2007.05.113  0.92
2007 Colwell JE, Batiste S, Horányi M, Robertson S, Sture S. Lunar surface: Dust dynamics and regolith mechanics Reviews of Geophysics. 45. DOI: 10.1029/2005Rg000184  0.92
2006 Batiste SN, Lankton MR. Lunar regolith geotechnical properties: Implications for exploration Earth and Space 2006 - Proceedings of the 10th Biennial International Conference On Engineering, Construction, and Operations in Challenging Environments. 2006: 39. DOI: 10.1061/40830(188)39  0.92
2004 Batiste SN, Alshibli KA, Sture S, Lankton M. Shear band characterization of triaxial sand specimens using computed tomography Geotechnical Testing Journal. 27: 568-579. DOI: 10.1520/Gtj12080  0.92
2004 Sture S, Batiste SN, Lankton M, Parisit J. Behavior of particulate materials at very low pressures Aiaa Paper. 2858-2865.  0.92
2004 Sture S, Batiste SN, Lankton M, Parisi J. Properties of Sand under Low Effective Stresses Engineering Construction and Operations in Challenging Environments Earth and Space 2004: Proceedings of the Ninth Biennial Asce Aerospace Division International Conference. 78-84.  0.92
2003 Alshibli KA, Batiste SN, Sture S. Strain localization in sand: Plane strain versus triaxial compression Journal of Geotechnical and Geoenvironmental Engineering. 129: 483-494. DOI: 10.1061/(Asce)1090-0241(2003)129:6(483)  0.92
2000 Alshibli KA, Sture S, Costes NC, Frank ML, Lankton MR, Batiste SN, Swanson RA. Assessment of Localized Deformations in Sand Using X-Ray Computed Tomography Geotechnical Testing Journal. 23: 274-299. DOI: 10.1520/Gtj11051J  0.92
2000 Alshibli KA, Batiste SN, Swanson RA, Sture S, Costes NC, Lankton MR. Quantifying void ratio variation in sand using computed tomography Proceedings of Sessions of Geo-Denver 2000 - Geotechnical Measurements: Lab. and Field, Gsp 106. 294: 30-43. DOI: 10.1061/40518(294)3  0.92
2000 Alshibli KA, Batiste SN, Swanson RA, Sture S, Costes NC, Lankton MR. Quantifying void ratio variation in sand using computed tomography Geotechnical Special Publication. 30-43.  0.92
1998 Sture S, Costes NC, Batiste SN, Lankton MR, AlShibli KA, Jeremic B, Swanson RA, Frank M. Mechanics of granular materials at low effective stresses Journal of Aerospace Engineering. 11: 67-72. DOI: 10.1061/(Asce)0893-1321(1998)11:3(67)  0.92
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