Abstract
We employed a higher order continuum based on Mohr-Coulomb Cosserat elastoplasticity in a non-linear finite element analysis capable of modelling the localization of deformation in shear bands that leads to failure near underground openings. The model is used to investigate the stability of wellbore multilateral junctions. The obtained results show a progressive failure mechanism and the computed failure modes are in a good qualitative agreement with laboratory observations. We found that the multilateral junction of a lateral wellbore drilled to the direction parallel to the maximum insitu stress is more stable than in the case of a lateral wellbore drilled to the direction perpendicular to the maximum insitu stress.
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Acknowledgements
This study was supported by Schlumberger Cambridge Research.
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Papanastasiou, P. (2017). Modelling of the Progressive Failure in a Wellbore Multilateral Junction with Cosserat Model. In: Papamichos, E., Papanastasiou, P., Pasternak, E., Dyskin, A. (eds) Bifurcation and Degradation of Geomaterials with Engineering Applications. IWBDG 2017. Springer Series in Geomechanics and Geoengineering. Springer, Cham. https://doi.org/10.1007/978-3-319-56397-8_42
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DOI: https://doi.org/10.1007/978-3-319-56397-8_42
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