The effective pressure law for permeability in Chelmsford granite and Barre granite

Author:

Bernabe Y.

Publisher

Elsevier BV

Subject

General Engineering

Reference40 articles.

1. The effect of pore and confining pressure on the failure process in sedimentary rocks;Robinson,1959

2. Transition from brittle fracture to ductile flow in Solenhofen limestone as a function of temperature, confining pressure, and interstitial fluid pressure;Heard,1960

3. Experimental deformation of sedimentary rocks under confining pressure; pore pressure effects;Handin;Bull. Am. Ass. Petrol. Geol.,1963

4. A criterion for brittle fracture of rocks and concrete under triaxial stress, and the effect of pore pressure on the criterion;Murrell,1963

5. A test of the law of effective stress for crystalline rocks of low porosity;Brace;Int. J. Rock Mech. Min. Sci.,1968

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