Coupled mechanical deformation and fluid flow in experimentally yielded granular reservoir materials

9th ISRM Congress

Volumn , Issue , 1999, Pages 747-754

  Crawford, B R ^a   Hutcheon, R ^a   Smart, B G D ^a   Yale, D P ^b  

^a HERIOT WATT UNIVERSITY   (United Kingdom)

^b MOBIL TECHNOLOGY COMPANY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CONSOLIDATION; DEFORMATION; FLOW OF FLUIDS; PETROLEUM RESERVOIR ENGINEERING; ROCK MECHANICS; STRESSES;

DEGREE OF CONSOLIDATIONS; FUNCTION RELATIONSHIPS; FUNCTIONAL RELATIONSHIP; MECHANICAL DEFORMATION; MICRO-STRUCTURAL CHARACTERISTICS; NONHYDROSTATIC STRESS; PERMEABILITY REDUCTION; RHEOLOGICAL BEHAVIOUR;

MECHANICAL PERMEABILITY;

EID: 85059264938     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

1. Charlez, P.A. 1997. Rock Mechanics Vol. 2. Petroleum Applications. Ed. Technip.
2. Curran, J.H. & Carroll, MM 1979. Shear stress enhancement of void compaction. J. Geophys. Res 84(B3): 1105-1112.
3. Ferfera, F. M. R., Sarda, J. P., Bouteca, M., & Vincke, O. 1997. Experimental study of monophasic permeability changes under various stress paths. In Kim (ed.), Proceedings of 3(5U. S. Rock Mechanics Symposium, Amsterdam: Elsevier.
4. Holt, R. E. 1990. Permeability reduction induced by a nonhydrostatic stress field. SPE Formation Evaluation 5: 444-448.
5. Keaney, G.M.J., Meredith, P.G. & Murreil, S.A.F. 1998. Laboratory study of permeability evolution in a 'tight"; sandstone under non-hydrostatic stress conditions. SPE/ISRM Paper 47265 presented at the 3rdSPE/lSRM Rock Mechanics In Petroleum Engineering (EUROCK '98.) Int. Conf. 8-10th. July, Trondheim, Soc. Of Pet. Eng. Inc. Vol. I: 329-335.
6. Krishnan, G.R., Zaman, M .M. & Roegiers, J-C. 1996. Permeability measurements under different stress paths for a weakly cemented sandstone. In Aubertin et al (edsj Proc. 2nd. North American Rock Mechanics Symposium (NARMS): 1011-1017.
7. Muir Wood, D. 1994. Soil Behaviour and Critical State Soil Mechanics (3rd. Edn.). Cambridge University Press.
8. Rhett, W. & Teufel, L. W. 1992. Effect of reservoir stress path on compressibility and permeability of sandstones. SPE Paper 24756 presented at SPE 6701 Annual Technical Conference and Exhibition, Washington D. C.
9. Schofield, A. N. & Wroth, C. P. 1968. Critical State Soil Mechanics. London: McGraw Hill.
10. Scott Jr, T.E., Zaman, M.M. & Roegiers, J-C. 1998. Acoustic-velocity signatures associated with rock-deformation processes. JPT 50(6): 71-74.
11. Teufel, L.W., Rhett, W. & Farrell, H.E. 1991. Effect of reservoir depletion and pore pressure drawdown on in situ stress and deformation in the Ekofisk field, North Sea In Roegiers (ed.) Rock Mechanics as a Multidisciplinary Science. Rotterdam: Balkema.
12. Teufel, L.W., & Rhett, W. 1991. Geomechanical evidence for shear failure of chalk during production of the Ekofisk field. SPE Paper 22755 presented at the SPE 66th Annual Technical Conference and Exhibition, Dallas, Oct. 6-9.
13. Yale, D.P. & Crawford, BR. 1998. Plasticity and permeability in carbonates: dependence on stress path and porosity. SPE/ISRM Paper 47582 presented at the 3rdSPE/ISRM Rock Mechanics In Petroleum Engineering (EUROCK '98.) Int. Conf. 8-10th. July, Trondheim, Soc. Of Pet. Eng. Inc. Vol. II: 485-494.