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Erschienen in: Rock Mechanics and Rock Engineering 3/2018

08.11.2017 | Original Paper

Response of Velocity Anisotropy of Shale Under Isotropic and Anisotropic Stress Fields

verfasst von: Xiaying Li, Xinglin Lei, Qi Li

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 3/2018

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Abstract

We investigated the responses of P-wave velocity and associated anisotropy in terms of Thomsen’s parameters to isotropic and anisotropic stress fields on Longmaxi shales cored along different directions. An array of piezoelectric ceramic transducers allows us to measure P-wave velocities along numerous different propagation directions. Anisotropic parameters, including the P-wave velocity α along a symmetry axis, Thomsen’s parameters ε and δ, and the orientation of the symmetry axis, could then be extracted by fitting Thomsen’s weak anisotropy model to the experimental data. The results indicate that Longmaxi shale displays weakly intrinsic velocity anisotropy with Thomsen’s parameters ε and δ being approximately 0.05 and 0.15, respectively. The isotropic stress field has only a slight effect on velocity and associated anisotropy in terms of Thomsen’s parameters. In contrast, both the magnitude and orientation of the anisotropic stress field with respect to the shale fabric are important in controlling the evolution of velocity and associated anisotropy in a changing stress field. For shale with bedding-parallel loading, velocity anisotropy is enhanced because velocities with smaller angles relative to the maximum stress increase significantly during the entire loading process, whereas those with larger angles increase slightly before the yield stress and afterwards decrease with the increasing differential stress. For shale with bedding-normal loading, anisotropy reversal is observed, and the anisotropy is progressively modified by the applied differential stress. Before reaching the yield stress, velocities with smaller angles relative to the maximum stress increase more significantly and even exceed the level of those with larger angles. After reaching the yield stress, velocities with larger angles decrease more significantly. Microstructural features such as the closure and generation of microcracks can explain the modification of the velocity anisotropy due to the applied stress anisotropy.

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Literatur
Zurück zum Zitat Mavko G, Mukerji T, Dvorkin J (2009) The rock physics handbook: tools for seismic analysis of porous media. Cambridge University Press, LondonCrossRef Mavko G, Mukerji T, Dvorkin J (2009) The rock physics handbook: tools for seismic analysis of porous media. Cambridge University Press, LondonCrossRef
Metadaten
Titel
Response of Velocity Anisotropy of Shale Under Isotropic and Anisotropic Stress Fields
verfasst von
Xiaying Li
Xinglin Lei
Qi Li
Publikationsdatum
08.11.2017
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 3/2018
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-017-1356-2

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