A single test method for determination of poroelastic constants and flow parameters in rocks with low hydraulic conductivities

International Journal of Rock Mechanics and Mining Sciences

Volumn 38, Issue 4, 2001, Pages 577-583

  Hart, D J ^a   Wang, H F ^a  

^a UNIVERSITY OF WISCONSIN MADISON   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

GRANITE; HYDRAULIC CONDUCTIVITY; POROELASTICITY; TESTING METHOD;

EID: 0035360534     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/S1365-1609(01)00023-5     Document Type: Article

References (21)

1. Permeability of granite under high pressure
2. Permeability and effective stress
3. A transient laboratory method for determining the hydraulic properties of tight rocks - I Theory
4. Compressibility of porous rocks
5. Laboratory measurements of a complete set of poroelastic moduli for Berea sandstone and Indiana limestone
6. Determination of anisotropic poroelaslic parameters of a transversely isotropic shale by means of consolidated undrained triaxial tests
7. Complete set of anisotropic poroelastic moduli for Berea sandstone
8. Pore pressure and confining stress dependence of poroelastic linear compressibilities and Skempton's B coefficient for Berea sandstone
9. Laboratory measurements of ultralow permeability of geological materials
10. Influence of deformation history on permeability and specific storage of Mesaverde sandstone
11. Permeability measurement by the pulse-decay method: Effects of poroelastic phenomena and non-linear pore pressure diffusion
12. Identification of mechanical parameters in a porous elastically deformable medium by compression-relaxation test
13. Fluid pressure response to undrained compression in saturated sedimentary rock
14. Consolidation des sols (etude mathematique)
15. A comparison of the three-dimensional consolidation theories of Biot and Terzaghi
16. Pore pressure profiles in fractured and compliant rocks
17. General theory of three-dimensional consolidation
18. Some new measurements of linear compressibility of rocks
19. The finer-grained calcalkaline granites of New England
20. Experimental determination of elastic constants of Oshima granite Barre granite, and Chelmsford granite