Effect of strain rates from 10-2 to 10 sec-1 in triaxial compression tests on three rocks

Author:

Blanton T.L.

Publisher

Elsevier BV

Subject

General Engineering

Reference16 articles.

1. A possible fracture criterion for the dynamic tensile strength of rock;Birkimer,1971

2. Experimental deformation of crystalline rocks;Borg;Tectonophysics,1966

3. Comparison of uniaxial deformation in shock and static loading of three rocks;Brace;J. Geophys. Res.,1971

4. Uniaxial compression tests at strain rates from 10-4/sec-104/sec on three geological materials;Green,1972

5. Triaxial stress behavior of Solenhofen Limestone and Westerly Granite at high strain rates;Green;J. Geophys. Res.,1972

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