Non-Classical Solutions of Critical Rock Behavior

Abstract:

Strain-gradient and non-Euclidean continuum theories are used for the construction of non-classical solutions of continuum models. Both models result in identical structures in terms of their kinematic and force characteristics. The obtained solutions exhibit a critical behavior with respect to the external loading parameter. The proposed analysis allows us to use different theoretical approaches for descriptions of rock critical behavior under different loading conditions.

• Periodical: Advanced Materials Research (Volumes 891-892)
• Pages: 1663-1668
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.891-892.1663
• Online since: March 2014
• Authors: Mikhail A. Guzev*
• Keywords: Non-Euclidean Continuum Model, Strain Gradient Theory, Zonal Disintegration

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