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Volume 7, issue 5
Solid Earth, 7, 1365–1382, 2016
https://doi.org/10.5194/se-7-1365-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.
Solid Earth, 7, 1365–1382, 2016
https://doi.org/10.5194/se-7-1365-2016
© Author(s) 2016. This work is distributed under
the Creative Commons Attribution 3.0 License.

Research article 21 Sep 2016

Research article | 21 Sep 2016

A multi-stage 3-D stress field modelling approach exemplified in the Bavarian Molasse Basin

Moritz O. Ziegler et al.

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Cited articles

Aadnoy, B. S.: Inversion technique to determine the in-situ stress field from fracturing data, J. Petrol. Sci. Eng., 4, 127–141, https://doi.org/10.1016/0920-4105(90)90021-T, 1990.
Altmann, J., Müller, B., Müller, T., Heidbach, O., Tingay, M., and Weißhardt, A.: Pore pressure stress coupling in 3D and consequences for reservoir stress states and fault reactivation, Geothermics, 52, 195–204, https://doi.org/10.1016/j.geothermics.2014.01.004, 2014.
Anderson, E.: The dynamics of faulting, Transactions of the Edinburgh Geological Society, 8, 387–402, 1905.
Anderson, E.: The dynamics of faulting, Oliver and Boyd, Edinburgh, 2 edn., 1951.
Bachmann, G., Müller, M., and Weggen, K.: Evolution of the Molasse Basin (Germany, Switzerland), Tectonophysics, 137, 77–92, https://doi.org/10.1016/0040-1951(87)90315-5, 1987.
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Short summary
Subsurface engineering relies on sparsely distributed data points of the stress state of the earth's crust. 3D geomechanical--numerical modelling is applied to estimate the stress state in the entire volume of a large area. We present a multi-stage approach of differently sized models which provide the stress state in an area of interest derived from few and widely scattered data records. Furthermore we demonstrate the changes in reliability of the model depending on different input parameters.
Subsurface engineering relies on sparsely distributed data points of the stress state of the...
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