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Ohnaka 1995
Ohnaka, M. (1995). A shear failure strength law of rock in the brittle-plastic transition regime. Geophysical Research Letters 22: doi: 10.1029/94GL02791. issn: 0094-8276.

As a first step to establish the law governing shear failure of typical crustal materials in the brittle-plastic transition regime under lithospheric conditions, and thereby to properly estimate a depth profile of lithospheric strength in quantitative terms, the effects of the normal stress &sgr;n across the fault surfaces and ambient temperature T on the shear failure strength of dry Westerly granite in the brittle to brittle-plastic transition regimes are evaluated quantitatively, using experimental data published by earlier authors. The empirical law proposed can predict the shear failure strength at strain rates of 10-4--10-5/s under any (&sgr;n, T) conditions in the brittle to brittle-plastic transition regimes. ¿ American Geophysical Union 1995

BACKGROUND DATA FILES

Abstract

Keywords
Physical Properties of Rocks, Fracture and flow, Tectonophysics, Rheology—general
Journal
Geophysical Research Letters
http://www.agu.org/journals/gl/
Publisher
American Geophysical Union
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