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dc.contributor.author Kocher T.
dc.contributor.author Mancktelow N.S.
dc.date.accessioned 2025-02-08T08:30:07Z
dc.date.available 2025-02-08T08:30:07Z
dc.date.issued 2006
dc.identifier https://www.elibrary.ru/item.asp?id=31315307
dc.identifier.citation Journal of Structural Geology, 2006, 28, 7, 1139-1145
dc.identifier.issn 0191-8141
dc.identifier.uri https://repository.geologyscience.ru/handle/123456789/47907
dc.description.abstract Flanking structures typically occur in foliated or banded rock, and this marked planar structure implies a significant mechanical anisotropy, which has not been considered in previous mechanical models of flanking structure development. Both analytical and numerical techniques are used to investigate the influence of anisotropic viscosity on flanking structure formation. Reorientation of the principal stress axes in anisotropic materials can cause the sense of shear along a fracture in certain orientations to be opposite to that expected in an isotropic material. Applying the principle of stress reorientation in anisotropic rocks to natural flanking structures allows a qualitative estimation of the degree of anisotropy during flanking structure formation. It is shown that a strong foliation or banding does not necessarily imply a strong mechanical anisotropy, which calls for caution in inferring mechanical anisotropy directly from the structure of rocks without additional rheological information. © 2006 Elsevier Ltd. All rights reserved.
dc.subject ANISOTROPY
dc.subject FLANKING STRUCTURE
dc.subject FOLIATION BOUDINAGE
dc.subject REVERSE DRAG
dc.title FLANKING STRUCTURE DEVELOPMENT IN ANISOTROPIC VISCOUS ROCK
dc.type Статья
dc.identifier.doi 10.1016/j.jsg.2006.03.035


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