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We have developed an experimental methodology to investigate the compactive yield behavior of porous sandstones under undrained condition and to distinguish it from the conventional method we refer to it as "modified undrained".
In order to deal with the ill-posed property of the traditional network tomography method, we refer to the origin destination traffic demands of the optical layer in our method.
For details of the finite difference method, we refer to [27 30].
For a more complete description of the method, we refer to [45].
For an introduction to our method, we refer to Steenhuisen and Van Eeten [9].
For more details on the multislice method, we refer readers to Kirkland [21].
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For details and more sophisticated methods we refer to [39, 40] and references therein.
For different aspects and solution methods, we refer to [7, 9, 10, 14, 18 20] and the references therein.
For a more extensive description of the Materials and Methods, we refer the reader to the Supplemental Text 7, only a short description will be provided here.
For stabilization methods, we refer to [4] [7] and for discontinuous Galerkin methods, we refer to [8], [9].
For details of spectral methods, we refer the interested reader to [34, 35].
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