Improved rotational hardening rule for cohesive soils and definition of inherent anisotropy

Author:

Nieto Leal Andrés1ORCID,Kaliakin Victor N.2,Mashayekhi Meysam2

Affiliation:

1. Department of Civil Engineering; Universidad Militar Nueva Granada; Cajicá 250247 Colombia

2. Department of Civil and Environmental Engineering; University of Delaware; Newark DE 19716 U.S.A.

Funder

Universidad Militar Nueva Granada, Fulbright Colombia; Colciencias;

University of Delaware

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Reference79 articles.

1. Casagrande A Carrillo N Shear failure of anisotropic materials Boston 1944 74 87

2. Anisotropic undrained stress-strain behavior of clays;Prevost;J Geotech Eng, ASCE,1978

3. Tavenas F Leroueil S Effects of stress and time on yielding of clays 1977 Tokyo 319 326

4. Yield states and stress strain relationships in a natural plastic clay;Graham;Can Geotech J,1983

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