MATEC Web Conf.
Volume 174, 20183rd Scientific Conference Environmental Challenges in Civil Engineering (ECCE 2018)
|Number of page(s)||8|
|Section||Design of Buildings, Including Reconstruction and Renovation of Antique Buildings|
|Published online||26 June 2018|
Numerical analysis of suction influence on the behaviour of unsaturated elasto-plastic soil medium
Opole University of Technology, Faculty of Civil Engineering and Architecture, Katowicka 48 Street, 45-061 Opole, Poland
* Corresponding author: firstname.lastname@example.org
The paper presents a concept of numerical analysis of suction influence on behaviour of partially saturated soil medium. Behaviour of soil is described by elasto-plastic model of unsaturated soil . A numerical procedure of stress path simulation in the triaxial test  is used for the analysis of one non-standard shear path (for 3 suction levels).
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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