Split-hopkinson-bar tests on rock under confining pressure

Author:

Christensen R. J.,Swanson S. R.,Brown W. S.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Aerospace Engineering

Reference19 articles.

1. Swanson, S. R. and Brown, W. S., “The Influence of State of Stress on the Stress-Strain Behavior of Rocks,” Paper No. 71-Met-AA to be published in Jnl. of Basic Engineering (1972).

2. Brown, W. S. and Swanson, S. R., “Constitutive Equations for Westerly Granite and Cedar City Tonalite for a Variety of Loading Conditions,” University of Utah Final Report DASA-2473 (March 1970).

3. Brown, W. S. and Swanson, S. R., “Influence of Load Path and State of Stress on Failure Strength and Stress-Strain Properties of Rocks,” Technical Report #AFWL-TR-70-53, Kirtland Air Force Base, N. M. (January 1971).

4. Green, S. J., Leasia, J. D., Jones, A. H. and Perkins, R. D., “Multiaxial Stress Behavior of Solenhofen Limestone and Westerly Granite at High Strain Rates,” submitted for publication in the Jnl. of Geophysical Research (1971).

5. Green, S. J. and Perkins, R. D., “Uniaxial Compression Tests at Strain Rates from 10 −4 /sec. to 10 4 /sec. on Three Geologic Materials.” Final Report DASA-2199. Also presented at the Tenth Symposium on Rock Mechanics, Austin, Tex. (1968).

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