Cyclic and creep combination effects on the long-term undrained behavior of overconsolidated clay
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DOI: 10.1007/s11440-020-01078-5
Abstract: Soft soil subjected to cyclic loading typically exhibits an increase in excess pore pressure under undrained condition which brings the soil to an overconsolidated state. Then, under a subsequent large number of cycles (e.g. more… read more here.
Keywords: pore pressure; term undrained; long term; undrained behavior ... See more keywords