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Shear localisation in anisotropic, non-linear viscous materials that develop a CPO: A numerical study.

Authors :
de Riese, Tamara
Evans, Lynn
Gomez-Rivas, Enrique
Griera, Albert
Lebensohn, Ricardo A.
Llorens, Maria-Gema
Ran, Hao
Sachau, Till
Weikusat, Ilka
Bons, Paul D.
Source :
Journal of Structural Geology. Jul2019, Vol. 124, p81-90. 10p.
Publication Year :
2019

Abstract

Localisation of ductile deformation in rocks is commonly found at all scales from crustal shear zones down to grain scale shear bands. Of the various mechanisms for localisation, mechanical anisotropy has received relatively little attention, especially in numerical modelling. Mechanical anisotropy can be due to dislocation creep of minerals (e.g. ice or mica) and/or layering in rocks (e.g. bedding, cleavage). We simulated simple-shear deformation of a locally anisotropic, single-phase power-law rheology material up to shear strain of five. Localisation of shear rate in narrow shear bands occurs, depending on the magnitude of anisotropy and the stress exponent. At high anisotropy values, strain-rate frequency distributions become approximately log-normal with heavy, exponential tails. Localisation due to anisotropy is scale-independent and thus provides a single mechanism for a self-organised hierarchy of shear bands and zones from mm-to km-scales. The numerical simulations are compared with the natural example of the Northern Shear Belt at Cap de Creus, NE Spain. • Anisotropy and power-law rheology lead to shear localisation. • VPFFT-ELLE simulations show extent of localisation due to anisotropy. • Localisation leads to approximately exponential strain-rate distributions. • Patterns of localisation are self-similar. • Localisation patterns are comparable with shear zones at Cap de Creus, Spain. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
01918141
Volume :
124
Database :
Academic Search Index
Journal :
Journal of Structural Geology
Publication Type :
Academic Journal
Accession number :
136984291
Full Text :
https://doi.org/10.1016/j.jsg.2019.03.006