References
- Andersen , M. A. 1995 . Petroleum Research in North Sea Chalk—Public. Rogaland Research Stavanger
- Alonso , E. E. , Gens , A. and Josa , A. 1990 . “A constitutive model for partially saturated soils”. . Géotechnique , 40 ( 3 ) : 405 – 430 .
- Charlier , R. , Radu , J-P. and Collin , F. 2001 . “Numerical modeling of coupled transient phenomena”, RFGC, 2001
- Collin , F. , Delage , P. , Schroeder , C. and Charlier , R. 2000 . “Geomechanical constitutive modeling of a chalk partly saturated by oil and water”. ” . In EUROCK 2000 conference Aachen, mars
- Delage , P. , Schroeder , Ch. and Cui , Y. J . 1996 . “Subsidence and Capillary Effects in Chalks” . In Symposium International ISRM Eurock'96 1291 – 1298 . Torino
- Homand , S , Shao , J. F. and Schroeder , Ch. 1998 . “ Plastic “Modelling of Compressible Porous Chalk and Effect of Water Injection” . In SPE/ISRM 47585 Trondheim
- Laloui , L. 2001 . «Constitutive models for partly saturated soils” RFGC 2001
- Masson , P. , Laurent , L. J. and D'HEUR , M. 1980 . “La géologie de la Mer du Nord”, in ” . In Hommage à Léon Calembert 147 – 181 . Liège : Thone Ed. .
- Monjoie , A. , Schroeder , Ch. , Prignon , P. , Yernaux , C. , Da silva , F. and Debande , G. 1990 . “Establishment of constitutive law of chalk and long term test” . In 3rd North Sea Symposium Copenhagen
- Piau , J.M. , Bois , A.P. , Atahan , C , Maury , V. and Hallé , G. 1998 . “Water/Chalk (Or Collapsible Soil) Interaction: Part I. Comprehensive Evaluation of Strain and Stress Jumps at the Waterfront” . In SPE/ISRM 47390 Trondheim
- Schroeder , Ch. , Bois , A-P. , Maury , V. and Hallé , G. 1998 . “Elf Petroleum Norge. Water/Chalk (Or Collapsible Soil) Interaction: Part II. Results of Tests Performed in Laboratory on Lixhe Chalk To Calibrate Water/Chalk Models” . In SPE/ISRM 47587 Trondheim
- Schroeder , C. , Bois , A.P. , Charlier , R. , Collin , F. , Cui , Y. J. , Delage , P. , Goulois , A. , Illing , P. , Noel , F. and Maury , V. 2000 . “PASACHALK project (partially saturated chalk): constitutive modeling, determination of parameters using specific stress paths and application to the water-flooding” . In Chalk Symposium Brighton, mars