PROGRESSIVE DEFORMATION OF SINGLE LAYERS UNDER CONSTANTLY ORIENTED BOUNDARY STRESSES

Authors
Citation
R. Weijermars, PROGRESSIVE DEFORMATION OF SINGLE LAYERS UNDER CONSTANTLY ORIENTED BOUNDARY STRESSES, Journal of structural geology, 15(7), 1993, pp. 911-922
Citations number
57
Categorie Soggetti
Geosciences, Interdisciplinary
ISSN journal
01918141
Volume
15
Issue
7
Year of publication
1993
Pages
911 - 922
Database
ISI
SICI code
0191-8141(1993)15:7<911:PDOSLU>2.0.ZU;2-P
Abstract
Competent single layers embedded in incompetent rock display a variety of structures if deformed by shortening or stretching: folds, boudins , or pinch-and-swells. Similarly, incompetent single layers hosted by more competent matrix rock may develop mullions, inverse folds, or bot h. The change in length of material planes with time is controlled by the type of bulk deformation and the initial layer orientation. The le ngth and rotation history of material planes in a unit volume of rock is studied systematically by using, for the first time, deviatoric str esses of arbitrary-but constant-orientation making use of a fundamenta l deformation tensor. The traces of the eight planes in the unit volum e of rock used in the analysis are in the plane of deformation and are treated as passive marker lines. The change in the length of these ma terial lines is computed for arbitrary orientations of the principal d eviatoric stresses. The history of the length change and rotation of t he passive marker planes, carefully scaled against time, is subsequent ly used to predict the structures which would evolve in similarly orie nted single layers of either competent or incompetent rock. The theore tical range of structural patterns evolving in the model is controlled by the orientations of the principal deviatoric stress. Conversely, t he geometry of deformation patterns in nature can be used to constrain the possible orientations of the palaeostress axes.