Application of a Simplified Anisotropic Constitutive Model for Soft Structured Clay on Embankment Failure

Author:

Shirmohammadi Ali1ORCID,Hajialilue-Bonab Masoud2ORCID,Dadras-Ajirloo Davood3ORCID

Affiliation:

1. Ph.D. Student, Dept. of Geotechnical Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Tabriz 5165656361, Iran. ORCID: .

2. Professor, Dept. of Geotechnical Engineering, Faculty of Civil Engineering, Univ. of Tabriz, Tabriz 5165656361, Iran (corresponding author). ORCID: .

3. Ph.D. Student, Dept. of Civil and Environmental Engineering, Norwegian Univ. of Science and Technology (NTNU), Trondheim 7491, Norway. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference41 articles.

1. Al-Tabbaa, A., and D. M. Wood. 1989. “An experimentally based bubble model for clay.” In Proc., 3rd Int. Symp. on Numerical Models in Geomechanics, 91–99. Amsterdam, Netherlands: Elsevier.

2. Andresen, L., G. Saygili, and G. Grimstad. 2011. “Finite element analysis of the Saint-Alban embankment failure with an anisotropic undrained strength model.” In Proc., 15th European Conf. of Soil Mechanics and Geotechnical Engineering, 1111–1118. https://doi.org/10.3233/978-1-60750-801-4-1111.

3. A general framework for the mechanical behaviour of clays

4. An anisotropic critical state soil plasticity model

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