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Shear banding in geomaterials under extensional plane strain conditions: Physical and analytical model
Authors:Th Triantafyllidis  L R?chter  A Niemunis  L F Prada-Sarmiento
Institution:(1) Institute for Soil mechanics and Rock mechanics, KIT Engler-Bunte-Ring 14, 76131 Karlsruhe, Germany;(2) Chair for Foundation Engineering, Soil and Rock Mechanics, Ruhr-Universit?t Bochum, Universit?tsstrasse 150, 44850 Bochum, Germany
Abstract:The shear band (SB) spacing phenomenon in geomaterials is addressed in this paper under plane strain extensional conditions. On the basis of sand box observations, a method is proposed for the prediction of the spacing between shear bands based on the so-called “bookshelf” deformation mechanism. The proposed method is based on the assumption that the material is softening inside the shear bands whereas outside the SB it undergoes elastic unloading. The underlying assumption for the prediction of SB spacing is that the material reaches the lowest possible energy rate. An analytical expression for the determination of the shear band spacing is presented taking into account the plane strain extensional deformation of the specimen. The friction due to the normal off-plane shear acting on the boundaries is then taken into account.
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