Cavity expansion in cross‐anisotropic rock |
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Authors: | Dimitrios Kolymbas Peter Wagner Anastasia Blioumi |
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Affiliation: | 1. Division of Geotechnical and Tunnel Engineering, Institute of Infrastructure, Faculty of Civil Engineering, University of Innsbruck, Austria;2. Division of Engineering Mathematics, Institute of Basic Sciences in Civil Engineering, Faculty of Civil Engineering, University of Innsbruck, Austria |
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Abstract: | Schistous rock can be considered—in a first approximation—as cross‐anisotropic linear elastic material. The determination of the corresponding material constants on the basis of the laboratory investigation of rock samples often fails, as the extraction of appropriate cores proves to be unfeasible (the cores disintegrate if the schistosity is pronounced). In this paper a new method is presented to determine the material constants of a linear elastic cross‐anisotropic rock on the basis of cavity expansion field tests, e.g. with a radial jack. To this purpose, an analytic approximation for the deformation of a hydrostatically loaded cylindrical cavity in cross‐anisotropic rock is derived which serves to the inverse analysis of the material parameters. Copyright © 2010 John Wiley & Sons, Ltd. |
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Keywords: | cross‐anisotropy cavity expansion schistous rock |
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