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Deformation patterns and structural vergence in brittle-ductile thrust wedges: An additional analogue modelling perspective.

Articolo
Data di Pubblicazione:
2007
Abstract:
Scaled physical models of brittleeductile thrust wedges investigated the causes leading to the development of the various structural styles observed in fold-and-thrust belts and accretionary prisms. This study focused on some potential controlling factors, such as (1) relative strength between the brittle overburden and the viscous de ?collement layer (brittleeductile coupling), (2) the effect of very low basal friction, and (3) pre- shortening rheological stratigraphy, including de ?collement strength. Type 1 models had a single basal de ?collement, whereas in Type 2 models the de ?collement was embedded in brittle material simulating an upper roof sequence and a lower floor sequence. Other models investigated the effects produced by an horizon of mechanical weakness at the base of the viscous de ?collement (Type 1a), and the role of de ?collement offset (Type 3). The experiments suggest the occurrence of a genetic relationship between the absolute values of shear stresses and the development of dominating hinterland- or foreland-verging thrust faults, or dually-verging thrusts. By controlling the orientation of the s1 axis, basal friction and de ?collement offset is found to effectively influence the deformation pattern and structural vergence, and could explain the development of dominating backthrusts in Cascadian-type margins. The decoupling of a frontal monocline via the upper de ?collement (Type 2 models) produced passive-roof duplex structures, termed ''composite-roof duplex'' when the frontal monocline coexists with outward fold propagation. O? 2006 Elsevier Ltd. All rights reserved.
Tipologia CRIS:
01.01 Articolo in rivista
Keywords:
Analogue modelling; Brittleeductile thrust wedges; Thrust polarity; Passive-roof duplexes
Elenco autori:
Bonini, Marco
Autori di Ateneo:
BONINI MARCO
Link alla scheda completa:
https://iris.cnr.it/handle/20.500.14243/41529
Pubblicato in:
JOURNAL OF STRUCTURAL GEOLOGY
Journal
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