% IMPORTANT: The following is UTF-8 encoded.  This means that in the presence
% of non-ASCII characters, it will not work with BibTeX 0.99 or older.
% Instead, you should use an up-to-date BibTeX implementation like “bibtex8” or
% “biber”.

@ARTICLE{McGovern:829815,
      author       = {McGovern, Sean and Kollet, Stefan and Bürger, Claudius M.
                      and Schwede, Ronnie L. and Podlaha, Olaf G.},
      title        = {{N}ovel basin modelling concept for simulating deformation
                      from mechanical compaction using level sets},
      journal      = {Computational geosciences},
      volume       = {21},
      number       = {5-6},
      issn         = {1573-1499},
      address      = {New York, NY [u.a.]},
      publisher    = {Springer Science + Business Media B.V.},
      reportid     = {FZJ-2017-03443},
      pages        = {835–848},
      year         = {2017},
      abstract     = {As sedimentation progresses in the formation and evolution
                      of a depositional geologic basin, the rock strata are
                      subject to various stresses. With increasing lithostatic
                      pressure, compressional forces act to compact the porous
                      rock matrix, leading to overpressure buildup, changes in the
                      fluid pore pressure and fluid flow. In the context of
                      petroleum systems modelling, the present study concerns the
                      geometry changes that a compacting basin experiences subject
                      to deposition. The purpose is to track the positions of the
                      rock layer interfaces as compaction occurs. To handle the
                      challenge of potentially large geometry deformations, a new
                      modelling concept is proposed that couples the pore pressure
                      equation with a level set method to determine the movement
                      of lithostratigraphic interfaces. The level set method
                      propagates an interface according to a prescribed speed. The
                      coupling term for the pore pressure and level-set equations
                      consists of this speed function, which is dependent on the
                      compaction law. The two primary features of this approach
                      are the simplicity of the grid and the flexibility of the
                      speed function. A first evaluation of the model concept is
                      presented based on an implementation for one spatial
                      dimension accounting for vertical effective stress.
                      Isothermal conditions with a constant fluid density and
                      viscosity were assumed. The accuracy of the implemented
                      numerical solution for the case of a single stratigraphic
                      unit with a linear compaction law was compared to the
                      available analytical solution [38]. The multi-layer setup
                      and the nonlinear case were tested for plausibility.},
      cin          = {IBG-3},
      ddc          = {630},
      cid          = {I:(DE-Juel1)IBG-3-20101118},
      pnm          = {255 - Terrestrial Systems: From Observation to Prediction
                      (POF3-255)},
      pid          = {G:(DE-HGF)POF3-255},
      typ          = {PUB:(DE-HGF)16},
      UT           = {WOS:000415817200002},
      doi          = {10.1007/s10596-017-9643-2},
      url          = {https://juser.fz-juelich.de/record/829815},
}