Modeling of Laboratory Tests on Saint-Roch-de-l’Achigan Clay with S-CLAY1S Model-Reference-Cited by-同舟云学术

Modeling of Laboratory Tests on Saint-Roch-de-l’Achigan Clay with S-CLAY1S Model

Published:2017-02 Issue:2 Volume:17 Page:06016018
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Deotti Leonardo de Oliveira Guerra¹,Karstunen Minna²,Almeida Maria Cascão Ferreira de³,Almeida Marcio de Souza Soares de⁴

Affiliation:

1. Engineer, Centrais Elétricas Brasileiras S.A., Rio de Janeiro?RJ, CEP 20040-030, Brazil (corresponding author); formerly, D.Sc. Student, COPPE?Federal Univ. of Rio de Janeiro, Rio de Janeiro?RJ, CEP 21941-596, Brazil.

2. Professor, Dept. of Civil and Environmental Engineering, Chalmers Univ. of Technology, SE-412 96 Göteborg, Sweden.

3. Professor, POLI–Federal Univ. of Rio de Janeiro, Rio de Janeiro–RJ, CEP 21941-909, Brazil.

4. Professor, COPPE–Federal Univ. of Rio de Janeiro, Rio de Janeiro–RJ, CEP 21941-569, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000701

Reference18 articles.

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2. Effect of Anisotropy and Destructuration on the Behavior of Murro Test Embankment

3. Karstunen M. Yin Z. Y. Koskinen M. Leoni M. and Vermeer P. (2008). “Some recent developments in constitutive modelling of soft clays.” Proc. 12th Int. Conf. of the Int. Association for Computer Methods and Advances in Geomechanics (IACMAG) Goa India. 966–975.

4. Koskinen M. Karstunen M. and Wheeler S. J. (2002). “Modelling destructuration and anisotropy of a soft natural clay.” Proc. 5th European Conf. on Numerical Methods in Geotechnical Engineering Presses de l'ENPC Paris 11–20.

5. Leroueil S. (1997). “Geotechnical characteristics of eastern Canada clays.” Workshop on characterization of soft clays H. Yoshikuni and O. Kusakabe eds. A. A. Balkema Rotterdam Netherlands 3–32.

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