Constitutive Modeling for Geologic Materials: Significance and Directions
Publication: International Journal of Geomechanics
Volume 5, Issue 2
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgment
The research on DSC models has been supported by a number of grants from the National Science Foundation, Washington, D.C. A number of students have participated in the development and use of the DSC/HISS models.
References
Desai, C. S. (1987). “Further on unified hierarchical models based on alternative correction (disturbance) approach.” Rep., Dept. of Civil and Engineering Mechanics, Univ. of Arizona, Tucson, Ariz.
Desai, C. S. (1992). “The disturbed state as transition through self-adjustment concept for modeling mechanical response of materials and interfaces.” Rep., Dept. of Civil and Engineering Mechanics, Univ. of Arizona, Tucson, Ariz.
Desai, C. S. (2001). Mechanics of materials and interfaces: The disturbed state concept, CRC Press, Boca Raton, Fla.
Lade, P. V., and Kim, M. K. (1988). “Single hardening constitutive model for frictional materials, III. Comparisons with experimental data.” Comput. Geotech., 6, 31–47.
Leroueil, S. (2001). “Natural slopes and cuts: Movement and failure mechanisms.” Geotechnique, 51(3), 197–243.
Matsuok, H., and Nakai, T. (1974). “Stress-deformation and strength characteristics of soil under three different principal stresses.” Proc., Jap. Soc. Civil Engrs., 232, 59–70.
Potts, D. M. (2003). “Numerical analysis: A virtual dream or practical reality.” Geotechnique, 53(6), 535–573.
Roscoe, A. N., Schofield, A., and Wroth, P. C. (1958). “On yielding of soils.” Geotechnique, 8, 22–53.
Information & Authors
Information
Published In
History
Published online: Jun 1, 2005
Published in print: Jun 2005
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.