1999
DOI: 10.1016/s0098-3004(98)00125-3
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Computer modelling and visualisation of the structural deformation caused by movement along geological faults

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Cited by 45 publications
(27 citation statements)
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“…3-D models mostly deal with surface unfolding processes (Gratier and Guillier 1993;Rouby 2000). Only a few addresses the problem of volume restoration, using a pseudo 3-D approach with cylindrical domains composed by a succession of cross sections (Wilkerson and Medwedeff (1993;Egan 1998). Recently, a model was developed that proposes both a valid geological path for 3-D deformation and strain location (Cornu et al 2003).…”
Section: Introductionmentioning
confidence: 99%
“…3-D models mostly deal with surface unfolding processes (Gratier and Guillier 1993;Rouby 2000). Only a few addresses the problem of volume restoration, using a pseudo 3-D approach with cylindrical domains composed by a succession of cross sections (Wilkerson and Medwedeff (1993;Egan 1998). Recently, a model was developed that proposes both a valid geological path for 3-D deformation and strain location (Cornu et al 2003).…”
Section: Introductionmentioning
confidence: 99%
“…Les résultats présentés avec le modèle montrent sa capacité à traiter l'ensemble des problèmes que peut traiter un modèle semi-3D, dans la mesure où il est limité à l'étude de bassins constitués de sections topologiquement équivalentes, même si l'approche discrète permet de traiter des cas complexes. D'autre part, contrairement à un modèle tel que celui proposé par l'université de Keele [28], qui est direct en cisaillement vertical et inverse à l'aide d'un algorithme de dépliage de type Unfold, le modèle décrit ici est totalement réversible et offre la possibilité de s'intégrer dans un logiciel de modélisation de bassin. La suite des travaux envisagés est la généralisation du modèle pour pouvoir prendre en compte des conditions aux limites plus générales, afin de traiter de déformations complètement tridimensionnelles.…”
Section: Resultsunclassified
“…Fault movements were modelled mostly by the fault parallel flow algorithm (Kane et al 1997;Egan et al 1999), but occasionally also by trishear (Erslev 1991) and simple shear. Decompaction (Sclater and Christie 1980) parameters were as follows: initial porosity of 0.4 for all horizons; depth coefficient of 0.4 for the basin infill, 0 for the basement units, taken as uncompressible.…”
Section: Section Restorationmentioning
confidence: 99%