Numerical analysis of suction influence on the behaviour of unsaturated elasto-plastic soil medium
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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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2021 ◽
Vol 26
(11)
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pp. 04021084
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2018 ◽
pp. 131-139
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1995 ◽
Vol 59
(1)
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pp. 35-38
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