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Accueil Tous les numéros Volume 57 / Numéro 5 (September-October 2002) Oil & Gas Science and Technology - Rev. IFP, 57 5 (2002) 525-538 Références
Dossier: Geomechanics in Reservoir Simulation - Rencontres Scientifiques IFP, December. 2001-Rueil-Malmaison - France
Open Access
Numéro
Oil & Gas Science and Technology - Rev. IFP
Volume 57, Numéro 5, September-October 2002
Dossier: Geomechanics in Reservoir Simulation - Rencontres Scientifiques IFP, December. 2001-Rueil-Malmaison - France
Page(s) 525 - 538
DOI https://doi.org/10.2516/ogst:2002035
Publié en ligne 1 décembre 2006
  • Addis, M.A. (1997) The Stress-Depletion Response of Reservoirs. Proc. SPE ATCE, San Antonio TX, W 55-65. SPE No. 38720. [Google Scholar]
  • Boutéca, M.J., Sarda, J.P. and Vincké, O. (2000) Constitutive Law for Permeability Evolution of Sandstones during Depletion. SPE Int. Symp. Formation Damage, SPE No. 58717. [Google Scholar]
  • Bruno, M.S. (1994) Micromechanics of Stress-Induced Permeability Anisotropy and Damage in Sedimentary Rock. Mechanics of Materials, 18, 31-48. [CrossRef] [MathSciNet] [Google Scholar]
  • Bruno, M.S., Dorfmann, A., Lao, K. and Honeger, C. (2001) Coupled Particle and Fluid Flow Modeling of Fracture and Slurry Injection in Weakly Consolidated Granular Media. Rock Mechanics in the National Interest, Elsworth, D., Tinucci, J.P. and Heasley, K.A. (eds), 173-180. [Google Scholar]
  • Bryant, S.L.,King, P.R. and Mellor, D.W. (1993) Network Model Evaluation of Permeability and Spatial Correlation in a Real Random Sphere Packing. Transport in Porous Media, 11, 53-70. [CrossRef] [Google Scholar]
  • Cerasi, P., Nauroy, J.F. and Meimon, Y. (2000) Discrete Elements Simulation of Bead Packings under Fluid Flow Application to Sand Control in Oil Production. 4th Euromech Solids Mechanics Conference, Metz, June 26-30. [Google Scholar]
  • Chilingarian, G.V., Donaldson, E.C. and Yen, T.F. (eds.) (1995) Subsidence Due to Fluid Withdrawal, Elsevier. [Google Scholar]
  • Cundall, P.A. (1971) A Computer Model for Simulating Progressive Large Scale Movements in Blocky Rock Systems. Proc. Symp. Int. Soc. Rock Mech., Nancy, France, 1971, 1, Paper No. II-8. [Google Scholar]
  • Cundall, P.A. and Strack, O.D.L. (1979) A Discrete Numerical Model for Granular Assemblies. Geotechnique, 29, 1, 47-65. [Google Scholar]
  • Cundall, P.A. (1988) Formulation of a Three-Dimensional Distinct Element Model. Part I: A Scheme to Detect and Represent Contacts in a System Composed of Many Polyhedral Blocks. Int. J. Rock Mech. Min. Sci. and Geomech. abstr., 25, 3, 107-116. [CrossRef] [Google Scholar]
  • Cundall, P.A. (1999) The Incorporation of Fluid Coupling into PFC, unpublished. [Google Scholar]
  • Finney, J. (1970) Random Packing and the Structure of Simple Liquids. I: The Geometry of Random Close Packing. Proc. Roy. Soc., 319A, 479-494. [CrossRef] [Google Scholar]
  • Fredrich, J.T., Greaves, K.H. and Martin, J.W. (1993) Pore Geometry and Transport Properties of Fontainebleau Sandstone. Rock Mechanics in the 1990s, The 34th US Symposium on Rock Mechanics, Haimson, B. (ed.) 209-212. [Google Scholar]
  • Geertsma, J. (1973) Land Subsidence above Compacting Oil and Gas Reservoirs. JPT, June 73, 734-744. [Google Scholar]
  • Gutierrez, M. and Lewis, R.W. (1998) The Role of Geomechanics in Reservoir Simulation. Proc. EUROCK’98, Trondheim, Norway, 2, 439-448, SPE/ISRM Paper No. 47392. [Google Scholar]
  • Hart, R.,Cundall, P.A. and Lemos, J. (1988) Formulation of a Three-Dimensional Distinct Element Model. Part II: Mechanical Calculations for Motion and Interaction of a System Composed of Many Polyhedral Blocks. Int. J. Rock Mech. Min. Sci. and Geomech. Abstr., 25, 3, 117-125. [Google Scholar]
  • Heffer, K.J. and Dowokpor, A.B. (1990) Relationship between Azimuths of Flood Anisotropy and Local Earth Stresses in Oil Reservoirs. North Sea Oil and Gas Reservoirs II, Graham and Trotman. [Google Scholar]
  • Holt, R.M. (1990) Permeability Reduction Induced by a Non- Hydrostatic Stress Field, SPE Formation Evaluation, 5, 444-448. [CrossRef] [Google Scholar]
  • Holt, R.M., Fj尬 E., Raaen, A.M. and Ringstad, C. (1991) Influence of Stress State and Stress History on Acoustic Wave Propagation in Sedimentary Rocks. Shear Waves in Marine Sediments, Hovem, J.M., Richardson, M.D. and Stoll, R.D. (eds.), Kleuver Publ., 167-174. [Google Scholar]
  • Holt, R.M. (1999) Reservoir Stress Path, Evaluation of Core and Field Data, Rock Mechanics for Industry, Amadei, B. et al. (eds.) A.A. Balkema, 1195-1202. [Google Scholar]
  • Holt, R.M.,Brignoli, M. and Kenter, C.J. (2000a) Core Quality: Quantification of Coring Induced Rock Alteration. Int. J. Rock Mechanics and Min. Sci., 37, 889-907. [Google Scholar]
  • Holt, R.M., Brandshaug, T. and Cundall, P.A. (2000b) Discrete Particle and Laboratory Modelling of Core Mechanics. Proc. North Am. Rock Mech. Symp., Seattle Wa., Pacific Rocks, Girard, J. et al. (eds.) A.A. Balkema, 1217-1224. [Google Scholar]
  • Itasca Consulting Group Inc. (1999a) PFC2D User’s Manuals. [Google Scholar]
  • Itasca Consulting Group Inc. (1999b) PFC3D User’s Manuals. [Google Scholar]
  • Jensen, R.P.,Bosscher, P.J.,Plesha, M.E. and Edil, T.B. (1999) DEM Simulation of Granular Media-Structure Interface: Effects of Surface Roughness and Particle Shape. Int. J. Numer. Anal. Meth. Geomech., 23, 531-547. [Google Scholar]
  • Jensen, R.P.,Edil, T.B.,Bosscher, P.J.,Plesha, M.E. and Kahla, N.B. (2001) Effect of Particle Shape on Interface Behavior of DEM-Simulated Granular Materials. Int. J. Geomech., 1, 1-19. [CrossRef] [Google Scholar]
  • Li, L. and Holt, R.M. (2001a) Simulation of Granular Material Using Particle Model with Non-Circularly Shaped Super- Particles. Rock Mechanics. A challenge for Society, Sarkka, P. and Eloranta, P. (eds), 511-516. [Google Scholar]
  • Li, L. and Holt, R.M. (2001b) Simulation of Flow in Sandstone with Fluid Coupled Particle Model. Rock Mechanics in the National Interest, Elsworth, D., Tinucci, J.P. and Heasley, K.A. (eds), 165-172. [Google Scholar]
  • Makse, H.A.,Gland, N.,Johnson, D.L. and Schwartz, L. (2001) The Apparent Failure of Effective Medium Theory in Granular Materials. Phys. Chem. Earth (A), 26, 1-2, 107-111. [CrossRef] [Google Scholar]
  • Morita, N.,Whitfill, D.L.,Nygaard, O. and Bale, A. (1989) A Quick Method to Determine Subsidence, Reservoir Compaction, and in situ Stress Induced by Reservoir Depletion. JPT, Jan. 89, 71-79. [Google Scholar]
  • Olsson, W.A. (1999) Theoretical and Experimental Investigation of Compaction Bands in Porous Rock. J. Geophys. Res., 104, B4, 7219-7228. [CrossRef] [Google Scholar]
  • Olsson, W.A. and Holcomb, D.J. (2000) Compaction Localization in Porous Rock. Geophys. Res. Lett., 8. [Google Scholar]
  • Preece, D.S., Jensen, R.P., Perkins, E.D. and Williams, J.R. (1999) Sand Production Modeling Using Superquadric Discrete Elements and Coupling of Fluid Flow and Particle Motion. Rock Mechanics for Industry, Proc. 37th U.S. Rock Mech. Symp., Amadei, B. et al. (eds), 161-167. [Google Scholar]
  • Rege, N. (1996) Computer Modeling of Granular Materials. PhD Thesis, MIT. [Google Scholar]
  • Ruistuen, H. and Hanssen, T.H. (1996) Effekt av produksjonsinduserte spenningsendringer på kompressibilitet av svake reservoarsandsteiner. in Norwegian, Fjellsprengningskonferansen 96, Oslo, s. 22.1-22.9. [Google Scholar]
  • Ruistuen, H. (1997) An Experimental and Numerical Study of Mechanical Behaviour of Weakly Cemented Reservoir Sandstones Through Development of a Micromechanical Model. PhD Thesis, NTNU. [Google Scholar]
  • Seeburger, D.A. and Nur, A. (1984) A Pore Space Model for Rock Permeability and Bulk Modulus. J. Geophys. Res., 89, 1, 527-536. [CrossRef] [Google Scholar]
  • Shi, G.H., and Goodman, R.E. (1985) Two Dimensional Discontinuous Deformation Analysis. Int. J. Numer. Anal. Meth. Geomech., 9, 551-556. [CrossRef] [Google Scholar]
  • Shi, G.H. (2001) Three Dimensional Discontinuous Deformation Analyses. Rock Mechanics in the National Interest, Elsworth, D., Tinucci, J.P. and Heasley, K.A. (eds), 1421-1428. [Google Scholar]
  • Teufel, L.W., Rhett, D.W. and Farrell, H.E. (1991) Effect of Reservoir Depletion and Pore Pressure Drawdown on in situ Stress and Deformation in the Ekofisk Field. Rock Mechanics as a Multidisciplinary Science, Roegiers, J.C. (ed.) A.A. Balkema, 63-72. [Google Scholar]
  • Thallak, S., Rothenburg, L. and Dusseault, M. (1991) Simulation of Multiple Hydraulic Fractures in a Discrete Element System. Proc. of 32nd US Symposium on Rock Mechanics, Norman, Oklahoma, 271-280. [Google Scholar]
  • Ting, J.M.,Meachum, L. and Rowell, J.D. (1995) Effect of Particle Shape on the Strength and Deformation Mechanisms of Ellipse-Shaped Granular Assemblages. Engineering Computations, 12, 99-108. [Google Scholar]
  • Unander, T.E. and Holt, R.M. (1998) Virgin Damage surface of a Synthetic Analogue to a Reservoir Sandstone. Proc. EUROCK'98, Trondheim, Norway, 1, 23-32, SPE/ISRM No. 47201. [Google Scholar]
  • Zoback, M.D. and Byerlee, J.D. (1975) Permeability and Effective Stress. Bull. Am. Assoc. Pet. Geol., 59, 154-158. [Google Scholar]

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