Tertiary compression of Polish peat
2016
Edyta E. Malinowska
The paper presents the test results of vertical strain versus logarithm time with the especially consideration of tertiary compression that is obvious in Polish peats. The consolidation models for soft organic soil, as peats, should also include the tertiary compression in the deformation process. The average values of times ta and tk for the transitions from primary to secondary and from secondary to the tertiary compression are presented.
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