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    Anisotropy pattern arising from application of a triaxial stress to a dry isotropic rock

    Access Status
    Fulltext not available
    Authors
    Gurevich, Boris
    Collet, O.
    Pervukhina, M.
    Madadi, M.
    Date
    2013
    Type
    Conference Paper
    
    Metadata
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    Citation
    Gurevich, B. and Collet, O. and Pervukhina, M. and Madadi, M. 2013. Anisotropy pattern arising from application of a triaxial stress to a dry isotropic rock, in Proceedings of the Second International Workshop on Rock Physics, Aug 4-9 2013. Southampton: EAGE.
    Source Title
    Second International Workshop on Rock Physics
    Source Conference
    Second International Workshop on Rock Physics
    Additional URLs
    http://www.earthdoc.org/publication/publicationdetails/?publication=73419
    School
    Department of Exploration Geophysics
    URI
    http://hdl.handle.net/20.500.11937/15342
    Collection
    • Curtin Research Publications
    Abstract

    Elastic wave velocities in rocks vary with stress due to the presence of discontinuities and microcracks within the rock. We analytically derive a model for seismic anisotropy caused by small triaxial stresses applied on a linearly isotropic elastic medium permeated by a distribution of cracks with random orientations. This model predicts ellipsoidal anisotropy and also expresses the ratios of Thomsen’s parameters ε/γ as a function of the compliance and Poisson’s ratios in the three orthogonal planes of symmetry. We apply this model to fully estimate the elasticity tensor from log or VSP data and infer P-wave anisotropy from S-wave anisotropy in an area where the anisotropy is known to result from anisotropy of stresses. Besides, this model could be used to differentiate stress-induced anisotropy from that caused by aligned fractures.

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      Collet, O.; Gurevich, Boris; Duncan, G. (2015)
      Most sedimentary rocks are anisotropic, yet it is often difficult to accurately incorporate anisotropy into seismic workflows because analysis of anisotropy requires knowledge of a number of parameters that are difficult ...
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