Mixed Experimental and Numerical Approach to Evaluation of Material Parameters of Clayey Soils-Reference-Cited by-同舟云学术

Mixed Experimental and Numerical Approach to Evaluation of Material Parameters of Clayey Soils

Published:2004-09 Issue:3 Volume:4 Page:199-206
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Janda Tomáš¹,Kuklik Pavel²,Šejnoha Michal²

Affiliation:

1. Student at the Czech Technical University in Prague, Faculty of Civil Engineering, Prague, Thakurova 7, Prague 6, Czech Republic.

2. Associate Professor of Civil Engineering, Czech Technical University in Prague, Faculty of Civil Engineering, Prague, Thakurova 7, Prague 6, Czech Republic.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282004%294%3A3%28199%29

Reference12 articles.

1. Asaoka A. Nakano M. and Noda T. (1998). Super loading yield surface concept for the saturated structured soils NUMGE98 edited by Cividini A. Udine Italy 233–242.

2. Bittnar Z. and Šejnoha J. (1996). Numerical methods in structural mechanics ASCE New York).

3. Dluzewski J. M. (1998). Large strain consolidation for elasto-plastic soils NUMGE98 edited by Cividini A. Udine Italy 473–482.

4. Hughes T. J. R. (1987). The finite element method linear static and dynamic finite element analysis (Prentice-Hall Englewood Cliffs N.J.).

5. Janda T. Kuklı´k P. and Šejnoha M. (2003). “Numerical implementation of isotropic consolidation of clayey soils ” ACTA POLYTECHNICA Prague.

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