A general analysis of poroelasticity for vertical transverse isotropy (VTI) shows that four eigenvectors are pure shear modes with no coupling to the pore-fluid mechanics. The remaining two eigenvectors are linear combinations of pure compression and uniaxial shear, both of which are coupled to the fluid mechanics. After reducing the problem to a 2 × 2 system, the analysis shows in a relatively elementary fashion how a poroelastic system with isotropic solid elastic frame, but with anisotropy introduced through the poroelastic coefficients, interacts with the mechanics of the pore fluid and produces shear dependence on fluid properties in the overall mechanical system. The analysis shows, for example, that this effect is always present (though sometimes small in magnitude) in the systems studied, and can be quite large (up to a definite maximum increase of 20 per cent) in some rocks — including Spirit River sandstone and Schuler-Cotton Valley sandstone.
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ASME 2004 International Mechanical Engineering Congress and Exposition
November 13–19, 2004
Anaheim, California, USA
Conference Sponsors:
- Materials Division
ISBN:
0-7918-4712-8
PROCEEDINGS PAPER
Pore Fluid Effects on Shear Modulus for Sandstones With Soft Anisotropy
James G. Berryman
James G. Berryman
Lawrence Livermore National Laboratory
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James G. Berryman
Lawrence Livermore National Laboratory
Paper No:
IMECE2004-61565, pp. 91-99; 9 pages
Published Online:
March 24, 2008
Citation
Berryman, JG. "Pore Fluid Effects on Shear Modulus for Sandstones With Soft Anisotropy." Proceedings of the ASME 2004 International Mechanical Engineering Congress and Exposition. Materials. Anaheim, California, USA. November 13–19, 2004. pp. 91-99. ASME. https://doi.org/10.1115/IMECE2004-61565
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