Dynamic behavior of berea sandstone for dry and water-saturated conditions

International Journal of Impact Engineering

Volumn 26, Issue 1-10, 2001, Pages 465-474

  Lomov, I N ^a   Hiltl, M ^b   Vorobiev, O Yu ^a   Glenn, L A ^a  

^a LAWRENCE LIVERMORE NATIONAL LABORATORY   (United States)

^b FRAUNHOFER INSTITUTE FOR HIGH SPEED DYNAMICS   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 1442290829     PISSN: 0734743X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0734-743X(01)00097-5     Document Type: Article

References (18)

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3. Larson, D. B., Anderson, G. D. (1980): Plane Shock Wave Studies of Westerly Granite and Nugget Sandstone. Int. J. Rock. Mech. Min. Sci & Geomech. Abstr. 17, 357-363.
4. Erskine, D., Nellis, W. J., Weir, S. T. (1994): Shock Wave Profile Study of Tuff from the Nevada Test Site. J. Geophys. Res. 99, 15529-15537.
5. Tasker, D. G., Dick, R. D., Wilson, W. H., Lee, R. J., Gustavson, P. K., Deiter, J. D. (1995): Response of Wet and Dry Riverbed Sand to High Strain Rate Loading Using the Split-Hopkinson Pressure Bar. Naval Surface Warfare Center, White Oak, Silver Spring, MD 20903-5640.
6. Lysne, P. C. (1970): A Comparison of Calculated and Measured Low-Stress Hugoniots and Release Adiabats of Dry and Water-Saturated Tuff. J. Geophys. Res. 75, 43754386.
7. Duba, A. G., Abey, A. E., Bonner, B. P., Heard, H. C. Schock, R. N. (1974): High-Pressure Mechanical Properties of Kayenta Sandstone. Lawrence Livermore National Laboratory, Report UCRL-51526.
8. Zhang, J.; Wong, T.-F.; Davis, D. M. (1990a): Micromechanics of Pressure-Induced Grain Crushing in Porous Rocks. J. Geophys. Res. 95, 341-352.
9. Zhang, J.; Wong, T.-F.; Yanagidani, T.; Davis, D. M. (1990b): Pressure-Induced Microcracking and Grain Crushing in Berea and Boise Sandstones: Acustic Emission and Quantitative Microscopy Measurements. Mechanics of Materials 9, 1-15.
10. Wong, T.-F., David, C. Zhu, W. (1997): The Transition from Brittle Faulting to Cataclastic Flow in Porous Sandstones: Mechanical Deformation, J. Geophys. Res. 102, 3009-3025.
11. Hiltl, M., Hagelberg, C. R., Swift, R. P., Carney T. C, Nellis, W. J. (2000): Dynamic Response of Berea Sandstone Shock Loaded Under Dry, Wet, and Water-pressurized Conditions. Proceedings, International Association for the Advancement of High Pressure Science and Technology (AIRAPT) International Conference on High Pressure Science and Technology (AIRAPT-17), July 25 -July 30, 1999, University of Hawaii, Honolulu, Hawaii, USA.
12. Swift, R. P., Hagelberg, C. R., Carney, T. C., Greening, D. (2000):, Modeling Stress-Induced Damage from Impact Recovery Experiments. ASME/ETCE Joint Conference on Energy for the New Millenium, Feb. 14-17, 2000, New Orleans, LA, USA.
13. Barker, L. M., Hollenbach, R. E. (1972): Laser Interferometer for Measuring High Velocities of Any Reflecting Surface. J. Appl. Phys. 43, 1617-1620.
14. Rubin, M. B., O. Yu. Vorobiev end L. A. Glenn (2000): Mechanical and Numerical Modeling of a Porous Elastic-Viscoplastic Material with Tensile Failure. Int. J. Solids and Structures, 37, 1841-1871.
15. Handbook of Physical Constants ( 1966): Ed: S. P. Clark, Jr., Memoir 97, The Geological Society of America, NY, p. 244
16. Rubin, M. B. (1999): Modification of the model specified in the paper "Mechanical and Numerical Modeling of a Porous Elastic-Viscoplastic Material with Tensile Failure". Manuscript.
17. W. Zhu and T. Wong (1997). The transition from brittle to cataclastic flow in porous sandstones: mechanical deformation. JGR, 102, 3009-3025.
18. O. Yu. Vorobiev, L. A. Glenn and M. B. Rubin (2000): Simulation of the dynamic response of porous elastic-viscoplastic material, in preparation.