Effect of Destructuration on the Compressibility of Perniö Clay in Incremental Loading Oedometer Tests

AbstractThe paper evaluates the destructuration and creep properties of soft sensitive Perniö clay during one-dimensional consolidation. Incremental loading oedometer tests presented herein were part of an extensive testing program performed on natural and reconstituted samples of Perniö clay. Given...

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Veröffentlicht in:	International journal of geomechanics 2016-02, Vol.16 (1)
Hauptverfasser:	Mataic, Igor, Wang, Dongxing, Korkiala-Tanttu, Leena
Format:	Artikel
Sprache:	eng
Schlagworte:	Clay (material) Compressibility Consolidation Constants Sampling Strain rate Stress-strain relationships Technical Papers Void ratio
Online-Zugang:	Volltext
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