2023
DOI: 10.31814/stce.huce2023-17(2)-04
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Creep behaviour of saturated clay subjected to cyclic loading in plain strain condition

Abstract: Creep of clayey soils is defined as the time-dependent deformation under sustained stresses, due to viscous behavior of the soil skeletons. Creep behavior of soil depend upon main factors which include time, temperature, soil type, soil structure, stress history, stress state and drainage conditions. In this study, a series of one-dimensional oedometer laboratory creep tests were conducted on samples subjected to cyclic loading in order to study the effect of overconsolidation ratio (OCR) and duration of prelo… Show more

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