Abstract

Two-dimensional finite element models are used to study the temporal evolution and spatial distribution of stress and strain during half-graben inversion. Modeling is based on forward balanced cross-sections and involves various parameter studies to assess the impact of different syn- and post-rift lithologies as well as scenarios with syn-tectonic deposition or erosion, respectively. In total, 48 different scenarios were analyzed. Modeling results are presented as contour maps of total displacement, brittle plastic strain, mean stress and differential stress as well as vector diagrams showing the orientation of the principal stresses. This information can be combined to predict fracture types and fracture orientations and provide fracture intensity maps throughout the evolving inversion structure. Modeling results demonstrate quantitatively how stress and strain in inverted half-grabens critically depend on the rheology of the syn- and post-rift sediments and their mechanical interaction as well as the stress transfer through the hanging wall. Four end-member scenarios can be identified on the basis of distinct fault reactivation tendencies, deformation styles and fracture patterns. Model predictions are compared to natural examples of inverted half-graben structures using seismic as well as outcrop data. Thus, the geomechanical models can provide templates for a reservoir- (kilometer-) scale prediction of tectonic stresses and fractures for a common type of inversion structure.

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.