A model for hydrostatic consolidation of Pierre shale
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts
By: W. Z. Savage and W. A. Braddock
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Abstract
This paper presents closed-form solutions for consolidation of transversely isotropic porous media under hydrostatic stress. The solutions are applied to model the time variation of pore pressure, volume strain and strains parallel and normal to bedding, and to obtain coefficients of consolidation and permeability, as well as other properties, and the bulk modulus resulting from hydrostatic consolidation of Pierre shale. It is found that the coefficients consolidation and permeability decrease and the bulk moduli increase with increasing confining pressure, reflecting the closure of voids in the rock. ?? 1991.
Suggested Citation
Savage, W.Z., Braddock, W.A., 1991, A model for hydrostatic consolidation of Pierre shale: International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, v. 28, no. 5, p. 345-354, https://doi.org/10.1016/0148-9062(91)90073-U.
| Publication type | Article |
|---|---|
| Publication Subtype | Journal Article |
| Title | A model for hydrostatic consolidation of Pierre shale |
| Series title | International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts |
| DOI | 10.1016/0148-9062(91)90073-U |
| Volume | 28 |
| Issue | 5 |
| Year Published | 1991 |
| Language | English |
| Publisher | Elsevier |
| Description | p.345-354 |
| Larger Work Type | Article |
| Larger Work Subtype | Journal Article |
| Larger Work Title | International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts |
| First page | 345 |
| Last page | 354 |