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Volume 6, issue 2
Solid Earth, 6, 497-514, 2015
https://doi.org/10.5194/se-6-497-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.

Special issue: Deformation mechanisms and ductile strain localization in...

Solid Earth, 6, 497-514, 2015
https://doi.org/10.5194/se-6-497-2015
© Author(s) 2015. This work is distributed under
the Creative Commons Attribution 3.0 License.

Research article 19 May 2015

Research article | 19 May 2015

Fracturing of ductile anisotropic multilayers: influence of material strength

E. Gomez-Rivas1, A. Griera2, and M.-G. Llorens3 E. Gomez-Rivas et al.
  • 1Department of Geology and Petroleum Geology, University of Aberdeen, Aberdeen, Scotland, UK
  • 2Departament de Geologia, Universitat Autònoma de Barcelona, Barcelona, Spain
  • 3Department of Geosciences, Eberhard Karls University of Tübingen, Tübingen, Germany

Abstract. Fractures in rocks deformed under dominant ductile conditions typically form simultaneously with viscous flow. Material strength plays a fundamental role during fracture development in such systems, since fracture propagation can be strongly reduced if the material accommodates most of the deformation by viscous flow. Additionally, the degree and nature of anisotropy can influence the orientation and type of resulting fractures. In this study, four plasticine multilayer models have been deformed under coaxial boundary conditions to investigate the influence of strength and anisotropy on the formation of fracture networks. The experiments were made of different mixtures and had two types of anisotropy: composite and composite-intrinsic. The transition from non-localised deformation to systems where fracture networks control deformation accommodation is determined by the ability of the material to dissipate the external work and relax the elastic strain during loading either by viscous flow or by coeval flow and failure. Tension cracks grow in experiments with composite anisotropy, giving rise to a network of shear fractures when they collapse and coalesce with progressive deformation. The presence of an additional intrinsic anisotropy enhances the direct nucleation of shear fractures, the propagation and final length of which depend on the rigidity of the medium. Material strength increases the fracture maximum displacement (dmax) to fracture length (L) ratio, and the resulting values are significantly higher than those from fractures in elastic–brittle rocks. This can be related to the low propagation rates of fractures in rocks undergoing ductile deformation.

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