Modeling the Time- and Temperature-Dependent Response of Cohesive Soils in a Generalized Bounding Surface Framework

Author:

Kaliakin Victor N.,Nieto-Leal Andrés,Mashayekhi Meysam

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering,Environmental Engineering

Reference83 articles.

1. Al-Shamrani, M.A., Sture, S.: A time-dependent bounding surface model for anisotropic cohesive soils. Soils Found. 38(1), 61–76 (1998)

2. Anandarajah, A., Dafalias, Y.F.: Bounding surface plasticity III: Application to anisotropic cohesive soils. J. Eng. Mech. ASCE, 112(12), 1292–1318 (1986)

3. Baker, R., Desai, C.S.: Induced anisotropy during plastic straining. Int. J. Numer. Anal. Methods Geomech. 8(2), 167–185 (1984)

4. Balasubramaniam, A.S., Chaudhry, A.R.: Deformation and strength characteristics of soft bangkok clay. J. Geotech. Eng. Div. ASCE 104(GT9), 1153–1167 (1978)

5. Balasubramaniam, A.S., Li, Y.G.: Stress-strain behaviour of soft bangkok clay in triaxial extension. In: Proceedings of the International Symposium on Soft Clay, pp. 105–116. Bangkok (1977)

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