On the collapse behaviour of oil reservoir chalk

Geotechnique

Volumn 54, Issue 6, 2004, Pages 415-420

  De Gennaro, V ^a   Delage, P ^a   Priol, G ^a   Collin, F ^b   Cui, Y J ^a  

^a UNIVERSITÉ PARIS EST   (France)

^b Université of Hiège   (Belgium)

Author keywords

Chalk; Compaction; Laboratory tests; Offshore engineering; Soft rocks; Suction

Indexed keywords

CHALK; COLLAPSE; HYDROCARBON RESERVOIR; SUCTION;

EID: 4444277440     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2004.54.6.415     Document Type: Article

References (38)

1. Alonso, E. E., Gens, A. & Hight, D. W. (1987). Special problem soils. General Report, Proc. 9th Eur. Conf. Soil Mech. Fnd Engng, Dublin, 3, 1087-1146.
2. Alonso, E. E., Gens, A. & Josa, A. (1990). A constitutive model for partially saturated soils. Géotechnique 40, No. 3, 405-430.
3. Amott, E. (1959). Observations relating to the wettability of porous rock. Trans. AIME 216, 156-162.
4. Andersen, M. A. (1995). Petroleum research in North Sea Chalk. Stavanger, Norway. RF-Rogaland Research & JCR IV.
5. Charlier, R., Collin, F., Schroeder, Ch., Illing, P., Delage, P., Cui, Y.-J. & De Gennaro, V. (2002). Constitutive modelling of chalk: application to waterflooding. Proc. 2nd Biot. Conf., Grenoble, 359-366.
6. Coleman, J. D. (1962). Stress strain relations for partly saturated soils. Géotechnique 12, No. 4, 348-350.
7. Collin, F., Cui, Y.-J., Schroeder, Ch. & Charlier, R. (2002). Mechanical behaviour of Lixhe chalk partly saturated by oil and water: experiment and modeling. Int. J. Numer. Anal. Methods Geomech. 26, 897-924.
8. Cui, Y. J. & Delage, P. (1996). Yielding and plastic behaviour of an unsaturated compacted silt. Géotechnique 46, No. 2, 291-311.
9. De Gennaro, V., Delage, P., Cui, Y. J., Schroeder, Ch. & Collin, F. (2003). Time-dependent behaviour of oil reservoir chalk: a multiphase approach. Soils Fdn 43, No. 4, 131-148.
10. Delage, P., Suraj De Silva, G. P. R. & Vicol, T. (1992). Suction controlled testing of non saturated soils with an osmotic consolidometer. Proc. 7th Int. Conf on Expansive Soils, Dallas, 206-211.
11. Delage, P., Schroeder, Ch. & Cui, Y.-J. (1996). Subsidence and capillary effects in chalk. Proc. Eurock 96, Turin, 1291-1298.
12. Dineen, K. & Burland, J. B. (1995). A new approach to osmotically controlled oedometer testing. Proc. 1st Conf. on Unsaturated Soils-UNSAT '95, Paris 2, 459-465.
13. Fredlund, D. G. & Morgenstern, D. N. (1977). Stress state variables for unsaturated soils. J. Soil Mech. Fdn Engng, ASCE 103, No. GT5, 447-476.
14. Hermansen, H., Landa, G. H., Sylte, J. E. & Thomas, L. K. (2000). Experiences after 10 years of waterflooding the Ekofisk Field, Norway. J. Petrol. Sci. Engng 26, 11-18.
15. Hilf, J. W. (1956). An investigation on pore-water pressure in compacted cohesive soils, Tech. Memo. 654. Denver, CO: US Bureau of Reclamation, Design and Construction Division.
16. Jennings, J. E. & Knight, K. (1957). The prediction of total heave from the double odometer test. Trans. S. Afr. Instn Civ. Engrs 7, No. 9, 13-19.
17. Johnson, J. P. & Rhett, D. W (1986). Compaction behaviour of Ekofisk chalk as a function of stress, Society of Petroleum Engineers, 15872. pp. 221-225.
18. Jones, M. E. & Leddra, M. J. (1989). Compaction and flow of porous rocks at depth. Proc. Int. Conf. on Rock at Great Depth (eds V. Maury and D. Formaintraux), pp. 891-898. Rotterdam: Balkema.
19. Jones, M. E. & Mathiesen, E. (1993). Pore pressure change and compaction in North Sea chalk hydrocarbon reservoirs. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 30, No. 7, 1205-1208.
20. Kassiff, G. & Benshalom, A. (1971). Experimental relationship between swell pressure and suction. Géotechnique 21, No. 3, 245-255.
21. Leddra, M. J., Jones, M. E. & Goldsmith, A. S. (1993). Compaction and shear deformation of a weakly cemented high porosity sedimentary rock. Proc. Int. Conf. on the Engineering Geology of Weak Rock (eds J. C. Cripps, J. M. Coulthard, M. G. Culshaw, A. Forster, S. R. Hencher & C. F. Moon), pp. 45-54. Rotterdam: Balkema.
22. Lord, J. A., Clayton, C. R. I. & Mortimore, R. N. (2002). Engineering in chalk, C574. London: Construction Industry Research and Information Association.
23. Marcial, D., Delage, P. & Cui, Y.-J. (2002). On the high stress compression of bentonites. Can. Geotech. J. 39, 812-820.
24. Matyas, E. L. & Radhakrishna, H. S. (1968). Volume change characteristics of partially saturated soils. Géotechnique 18, No. 4, 432-448.
25. Monjoie, A., Schroeder, Ch., Da Silva, F., Debande, G., Detiège, Cl. & Poot, B. (1985). Characterisation and inhibition of chalks. Proc. North Sea Chalk Symp. Stavanger, Norway, pp. 63-69.
26. Morrow, N. R. (1970). Physics and thermodynamics of capillary. Ind. Engng Chem. 62, No. 6, 32-56.
27. Nagel, N. (2001). Ekofisk geomechanics monitoring. Proceedings of the international workshop on geomechanics in reservoir simulation. Reuil-Malmaison: Institut Français du Pétrole.
28. Newman, G. H. (1983). The effect of water chemistry on the laboratory compression and permeability characteristics of some North Sea chalks. J. Petroleum Engng, 976-980.
29. PASACHALK1 (2001). Mechanical Behaviour of PArtially and Multiphase SAturated CHALKs Fluid-skeleton Interaction: Main Factor of Chalk Oil Reservoirs Compaction and Related Subsidence, Publishable Final report, European Joule III contract No. JOF3CT970033, Brussels.
30. PASACHALK2 (2004). Mechanical Behaviour of PArtially and Multiphase SAturated CHALKs Fluid-skeleton Interaction: Main Factor of Chalk Oil Reservoirs Compaction and Related Subsidence, Part 2, Publishable Final report, Energy, Environment and Sustainable Development Programme, contract No. ENK62000-00089, Brussels.
31. Piau, J. M. & Maury, V. (1994). Mechanical effects of water injection on chalk reservoirs. Proc. Int. Conf. Eurock 1994, Delft, paper SPE/ISRM 28133.
32. Richards, L. A. (1941). A pressure-membrane extraction apparatus for soil solution. Soil Sci. 51, 377-386.
33. Ridley, A. M. & Burland, J. B. (1993). A new instrument for measurement of soil moisture suction. Géotechnique 43, No. 2, 321-324.
34. Risnes, R., Haghighi, H., Korsnes, R. I. & Natvik, O. (2003). Chalk-fluids interactions with glycol and brines. Tectonophysics 370, 213-226.
35. Ruddy, I., Andersen, M. A., Pattillo, P. D., Bishlawi, M. & Foged, N. (1989). Rock compressibility, compaction and subsidence in a high porosity chalk reservoir: a case study of Valhall Field. J. Petrol. Technol. 41, No. 7, 741-746.
36. Schroeder, Ch. (2002). Du coccolithe au Reservoir Petrolier. PhD thesis, University of Liège.
37. Schroeder, Ch., Bois, A. P., Maury, V. & Halle, G. (1998). Water/ chalk (or collapsible soil) interaction: Part II. Results of tests performed in laboratory on Lixhe chalk to calibrate water/ chalk models. Proceedings Eurock'98, Trondheim, Rotterdam, pp. 833-840.
38. Williams, J. & Shaykewich, C. F. (1969). An evaluation of polyethylene glycol PEG 6000 and PEG 20000 in the osmotic control of soil water matric potential. Can. Geotech. J. 102, No. 6, 394-398.