Article ID Journal Published Year Pages File Type
6922624 Computers & Geosciences 2015 13 Pages PDF
Abstract
We then investigate two test cases: 2D multiple porosity elastic and 3D single porosity elastoplastic problems, and explore the differences in coupled flow and geomechanics with and without reactive transport. We find that the change in pore-volume induced by mineral dissolution can impact on fluid pressure and failure status, followed by significant changes in permeability and flow variables, showing strong interrelations between flow-reactive transport and geomechanics.
Related Topics
Physical Sciences and Engineering Computer Science Computer Science Applications
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