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Ndiaye, C. and Berthaud, Y. (2018) Identification of a Cam Clay Model through Shear-Box and Oedometer Tests. Application to Lateritical Soils from Senegal (West Africa). Geomaterials, 8, 1-13.
https://doi.org/10.4236/gm.2018.81001

has been cited by the following article:

• TITLE: Use of the Cam-Clay Model in Finite Element Calculations after Identification of Soils from Simple Mechanical Tests

  AUTHORS: Cheikhou Ndiaye, Yves Berthaud, Raphael Catusse

  KEYWORDS: Modelling, Comportment, Elasto-Plasticity, Load Surface, Constraints, Volumetric, Deviatoric, Simulation, Optum, Cast3M, Criteria, Tropical, Lateritic, Soils

  JOURNAL NAME: Geomaterials, Vol.11 No.3, July 30, 2021

  ABSTRACT: In order to make the use of complex elasto-plastic behavior models more accessible, we attempted to identify the Cam-Clay model in two samples of tropical and lateritic soils (from Senegal/West Africa) from casagrande box shear and oedometric tests. This methodology was used as a substitute for triaxial trials. In this article, we first verify the test results by the finite element method with the Optum software. We use a simulation of the tests with the modified Cam Clay model as the behavior model. Then, we simulate the oedometric test on tropical soils with the Castem software and also use the modified Cam Clay model. These calculations make it possible to write the criterion of plasticity of the material starting from the expression of the surface of load while passing by the calculation of the volumetric and deviatoric stresses.