Abstract
On the Rheology of Rock Creep The standard (linear) rheological models and the experimental evidence on rock creep are reviewed and it is shown that a new rheological equation (“stress-strain relation”) must be found to describe the most common behavior of rocks. Such a rheological equation is deduced by a correspondence principle with a Kelvin material and is presented. It is nonlinear and of the form: $$\sigma ' = 2\eta \ddot \varepsilon + \beta \dot \varepsilon ^2 $$ wheree is shear strain,σ shear stress, dot denotes time derivation, andη andβ are constants. Some consequences of this equation are discussed.
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