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Numerical analysis of suction influence on the behaviour of unsaturated elasto-plastic soil medium

Fedczuk Paweł

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 [1]. A numerical procedure of stress path simulation in the triaxial test [2] is used for the analysis of one non-standard shear path (for 3 suction levels).

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Numerical analysis of suction influence on the behaviour of unsaturated elasto-plastic soil medium

Fedczuk Paweł

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 [1]. A numerical procedure of stress path simulation in the triaxial test [2] is used for the analysis of one non-standard shear path (for 3 suction levels).

Numerical analysis of suction influence on the behaviour of unsaturated elasto-plastic soil medium

Fedczuk Paweł

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 [1]. A numerical procedure of stress path simulation in the triaxial test [2] is used for the analysis of one non-standard shear path (for 3 suction levels).

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Title:

Numerical analysis of suction influence on the behaviour of unsaturated elasto-plastic soil medium

Contributors:

Fedczuk Paweł (author)

Published in:

MATEC Web of Conferences, Vol 174, p 03004 (2018)

Publication date:

2018

ISSN:

DOI:

https://doi.org/10.1051/matecconf/201817403004

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

Unknown

Keywords:

Engineering (General). Civil engineering (General) , TA1-2040

Metadata by DOAJ is licensed under CC BY-SA 1.0

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