SPECIAL ISSUE: SOFT CLAY ENGINEERING AND SOFT CLAY IMPROVEMENT
Jun 1, 2005

Constitutive Modeling for Geologic Materials: Significance and Directions

Publication: International Journal of Geomechanics
Volume 5, Issue 2
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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.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 5Issue 2June 2005
Pages: 81 - 84

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Published online: Jun 1, 2005
Published in print: Jun 2005

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Chandra S. Desai
Regents’ Professor, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721.

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