Constitutive model with time-dependent deformations

Engineering Geology

Volumn 49, Issue 3-4, 1998, Pages 285-292

  Krogsbøll, Anette ^a  

^a TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; COMPUTER AIDED ANALYSIS; COMPUTER SIMULATION; COMPUTER SOFTWARE; CONSOLIDATION; CREEP; DEFORMATION; ELASTICITY; MATHEMATICAL MODELS; PETROLEUM GEOLOGY; SENSITIVITY ANALYSIS; VISCOPLASTICITY;

DEFORMATION RATE; FLOW RULE; HARDENING LAW; HOOKE LAW; NORTH SEA CHALK;

SOIL MECHANICS;

CONSOLIDATION; CONSTITUTIVE MODEL; CREEP; SOIL; TIME DEPENDENT BEHAVIOUR;

EID: 0032473791     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0013-7952(97)00060-4     Document Type: Article

References (8)

1. Andersen, M.A., Foged, N., Pedersen, H.F., 1992. The rate-type compaction of a weak north sea chalk. In: Proceedings of the 33rd US Rock Mechanics Symposium, Santa Fe, Balkema, Rotterdam, Brookfield, pp. 253-261.
2. Bjerrum, L., 1967. Engineering geology of Norwegian normally-consolidated marine clays as related to settlements of buildings, seventh rankine lecture. Géotechnique 17 (2), 81-118.
3. Desai, C.S., Siriwardane, H.J., 1984, Constitutive Laws for Enginnering Materials with Emphasis on Geologic Materials. Prentice Hall, Englewood Cliffs, NJ.
4. Engstrøm, F., 1992. Rock mechanical properties of danish north sea chalk. In: Proceedings from the Fourth North Sea Chalk Symposium. Deauville, France, unpublished.
5. Hansen, B., 1969. A mathematical model for creep phenomena in clay. In: Poorooshasb, H.B. (Ed.), Advances in Consolidation Theories for Clays. Proceedings of Specialty Session no. 12 in the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico. University of Waterloo, Faculty of Engineering, Waterloo, Ontario, Canada, pp. 12-18.
6. Lade, P.V., 1990. Single hardening model with application to NC clay, J. Geotech. Eng. ASCE 116 (3), 394-414.
7. Olsen, A.S., 1993. Use of geotechnical methods in the mathematical simulation of natural fracture development in chalks. Ph.D. thesis, Geological Survey of Denmark and Department of Geology and Geotechnical Engineering at the Technical University of Denmark.
8. Ruddy, I., Andersen, M.A., Pattillo, P.D., Bishlawi, M., Foged, N., 1989. Rock compressibility, compaction and subsidence in a high porosity chalk reservor: a case study of Valhall Field. J. Petrol. Technol. 41 (7), 741-746.