Subsidence and capillary effects in chalks

ISRM International Symposium - EUROCK 1996

Volumn , Issue , 1996, Pages 1291-1298

  Delage, Pierre ^a   Cui, Yu Jun ^a   Schroeder, Christian ^b  

^a UNIVERSITÉ PARIS EST   (France)

^b UNIVERSITY OF LIÈGE   (Belgium)

Author keywords

[No Author keywords available]

Indexed keywords

AIR; LIMESTONE; SOILS; SUBSIDENCE; WATER INJECTION;

CAPILLARY EFFECTS; CAPILLARY PHENOMENA; HYDRO-MECHANICAL; NON-WETTING FLUIDS; OIL EXPLOITATION; SATISFACTORY PREDICTIONS; UNSATURATED SOIL; WETTING FLUID;

WETTING;

EID: 84882948556     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (15)

1. Abelev Y. M. & Abelcv M. O. Y. 1979. Bases de l'élaboration des projets et de la construction sur les sols Ioessiqucs affaissables. Tech. Doc, Paris. 287 p.
2. Alonso E. E., Gens A. & Josa A. (1990). A constitutive model tor partially saturated soils. Géotechnique 40(3):405-430.
3. Brignoli M., Papamichos E. & Santarelli F. J. 1995. Capillary effects in sedimentary rocks: application to reservoir water-flooding. Proc. 35th U. S. Symp. Rock Mech. Lake Talioc.
4. Cui Y. J. & Delage P. 1996. Yielding and plastic behaviour of an unsaturated compacted silt Géotechnique 46(2):1-21.
5. Cui Y. J. and Delage P. 1993. On the elasto-plastic behaviour of an unsaturated silt. Unsaturated soils, ASCE Geotechnical Special Publication 39:115-126.
6. Delage P., Audiguier M., Cui Y. J. and Howat M. D. 1996. Microstructurc of a compacted silt. Can. Geotech. J 33 (1).
7. Fredlund D. G. & Morgenstern N. R. 1976. Constitutive relation tor volume change in unsaturated soils. Can. Geotech.. J 13:261-276.
8. Graham J., Noonan M. L. & Lew K. V. 1983. Yield states and stress-strain relationships in a natural plastic clay-Can. Geotech..1 20:502-516.
9. Jennings J. E. B. & Burland J. B. 1962. Limitations to the use of effective stresses in partly saturated soils. Géotech. 12(2):125-144.
10. Jennings J. E. & Knight K. 1957. The additional settlement of foundation due to collapse of sandy soils on wetting. 4th Int. Conf. Soil Mech. and Foun. Eng. 1:316-319.
11. Monjoie A., Schroedcr Ch., Da Silva F. et al. 1985. Mechanical Behaviour of Chalks. Proc. North Sett Chalk Symp.. Slavanger, Norway.
12. Monjoie A., Schroeder Ch. et al 1990. Establishment ot Constitutive Laws of Chalks and Long Term Tests. Proc. 3rd North Sea Chalk Symp., Copenhagen.
13. Monjoie A., Schroeder Ch., Da Silva F. 1991. Testing procedure for lime-dependent behaviour of chalk. 7th Int. Conf. on Rock Mechanics 565-567, Aachen.
14. Piau J. M. & Maury V. 1994. Mechanical effects of water injection in chalk reservoirs. Proc. Eurock 94 SPEI ISRMInt. Conf: 819-828.
15. Schroeder Ch. 1995. Le "pore collapse": aspect particulier de l'interaction lluide-squclctte dans les craies? CR. Coll. lnt. Groupement Belge de Mécanique des Roches, Bruxelles.