Numerical analysis of suction influence on the behaviour of unsaturated elasto-plastic soil medium
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 o...
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| Format: | Article |
| Language: | English |
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EDP Sciences
2018-01-01
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| Series: | MATEC Web of Conferences |
| Online Access: | https://doi.org/10.1051/matecconf/201817403004 |