Study of the behaviour of a petroleum reservoir during depletion using an elasto-plastic constitutive model

ISRM International Symposium - EUROCK 1996

Volumn , Issue , 1996, Pages 875-881

  Longuemare, P ^a   Schneider, F ^a   Onaisi, A ^a   Shahrour, I ^b  

^a IFP ENERGIES NOUVELLES   (France)

^b LABORATOIRE DE MÉCANIQUE DE LILLE   (France)

Author keywords

[No Author keywords available]

Indexed keywords

CONSTITUTIVE MODELS; ELASTOPLASTICITY; GASOLINE; PETROLEUM RESERVOIRS;

CARBONATE ROCK; ELASTOPLASTIC CONSTITUTIVE MODEL; LABORATORY TEST; STRESS AND STRAIN;

PETROLEUM RESERVOIR ENGINEERING;

EID: 10344267285     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (7)

1. J. F. Shao (1987) Etude du comportement d'une craie blanche très poreuse et modélisation (in French), PhD thesis, University of Lille, France.
2. J. P. Johnson, D. W. Rhett, W. T. Siemers (1988) "Rock Mechanics of the Ekofisk Reservoir in the Evaluation of Subsidence" Offshore Technology Conference, Houston, Texas, OTC 5621, pp 39-50.
3. J. P. Johnson, D. W. Rhett, W. T. Siemers (1989) Rock Mechanics of the Ekofisk Reservoir in the Evaluation of Subsidence", Journal of Petroleum Technology, pp 717-722.
4. A. Monjoie, C. H. Schrocder and F. Da Silva (1991) "Testing procedure for time-dependent behaviour of chalk", International Congress on Rock Mechanics, Aachen, Deutschland, pp 565-567.
5. Ph. A. Charlez, O. Heugas and J. F. Shao (1992) "Effect of Temperature on Mechanical Properties of Chalk", Ecole de Mécanique des Milieux Poreux, C. F. M. R, Fourth North Sea Chalk Symposium, Deauville
6. Ph. A. Charlez, J. F. Shao (1993) "Mechanical behaviour of soft deep rocks" Geotechnical Engineering of Hard Soils - Soft Rocks Rotterdam, Netherlands.
7. P. Longuemare, A. Onaissi, I. Shahrour (1995) "Elaboration of an Elasto-plastic Model for High Porosity Chalks - Application to the Compaction of Petroleum Reservoirs" Revue de lTInstitut Français du Pétrole, No 5, pp. 599-609.