Shearband boudins (asymmetric boudins showing slip along the inter-boudin surface, which is synthetic with respect to the bulk shear sense) are ubiquitous and well-exposed in HT simple shear zones. The present work aims to extend the methodology of analysis of shearband boudins developed by Goscombe and Passchier (2003). Such shearband boudins represent complex objects that require an adequate methodology for unambiguous kinematic interpretation. We propose new geometric parameters (Bbs, B-t, c’, D’, d, ψ’) in order to describe and identify, with confidence, the kinematics of boudinage in this particular geological framework. The key-observation for kinematic interpretation in simple shear regimes is the boudin axis (Lb) that is commonly p...
The folding laws control the process responsible for the genesis and the initial morphological evolu...
Using analogue experiments we investigate how far the extensional strain estimated from an array of ...
Boudinage structures are generally produced by extension fracturing of competent rocks normal to lay...
The methodology used for the kinematic analysis of H-T ductile shear zones based on geometric analys...
Copyright © 2003 Elsevier Ltd. All rights reserved.In monoclinic shear zones, there are only three w...
A classification of boudinage and boudins is made presenting a simplified parametric description of ...
The hypothesis proposed in this work is related with the genesis and evolution, in HT simple shear z...
Asymmetric boudins are potential but problematic shear sense indicators. They can be divided into tw...
The difficulties in the identification of boudinated bodies happen whenever isolated or isolated loo...
The boudins are generally finite objects of easy identification in the field. They are excellent str...
This work focuses on the development of a regional P-T-path from the Malpica-Lamego Ductile Shear Zo...
The internal structure of a shearband boudin resulting from an original igneous, hydrothermal or me...
Two alternative pathways to generate shearband boudins in a HT shear zone have been observed at the ...
This paper reviews the geometrical and mechanical evolution of selected groups of kinematic indicato...
Boudins are geologic structures, formed by the extension of a brittle layer, which is sandwiched bet...
The folding laws control the process responsible for the genesis and the initial morphological evolu...
Using analogue experiments we investigate how far the extensional strain estimated from an array of ...
Boudinage structures are generally produced by extension fracturing of competent rocks normal to lay...
The methodology used for the kinematic analysis of H-T ductile shear zones based on geometric analys...
Copyright © 2003 Elsevier Ltd. All rights reserved.In monoclinic shear zones, there are only three w...
A classification of boudinage and boudins is made presenting a simplified parametric description of ...
The hypothesis proposed in this work is related with the genesis and evolution, in HT simple shear z...
Asymmetric boudins are potential but problematic shear sense indicators. They can be divided into tw...
The difficulties in the identification of boudinated bodies happen whenever isolated or isolated loo...
The boudins are generally finite objects of easy identification in the field. They are excellent str...
This work focuses on the development of a regional P-T-path from the Malpica-Lamego Ductile Shear Zo...
The internal structure of a shearband boudin resulting from an original igneous, hydrothermal or me...
Two alternative pathways to generate shearband boudins in a HT shear zone have been observed at the ...
This paper reviews the geometrical and mechanical evolution of selected groups of kinematic indicato...
Boudins are geologic structures, formed by the extension of a brittle layer, which is sandwiched bet...
The folding laws control the process responsible for the genesis and the initial morphological evolu...
Using analogue experiments we investigate how far the extensional strain estimated from an array of ...
Boudinage structures are generally produced by extension fracturing of competent rocks normal to lay...