The development of industry and application of new production techniques could bring about extraordinary problems that
have been neglected. One of these challenges in terms of soil mechanics is high frequency cyclic loading. Well constructed foundation
may reduce this troublesome phenomenon but excluding it is usually uneconomic.
In this paper, shakedown theory assumptions were studied. Cyclically loaded soils behave in various ways depending on the applied
stress rate. Common cohesive soils in Poland, i.e., sandy-silty clays are problematic and understanding of their behaviour in
various conditions is desired. In order to study repeated loading of this material, cyclic triaxial test were carried out. Cyclic loading
tests were conducted also in one way compression. These methods in small strain regime allow permanent strain increment analysis
with resilient response after numerous cycles. This behaviour was subsequently exploited in the study of shakedown theory. This paper
contains some conclusions concerning the above-mentioned theory.
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