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Compressibilité des sédiments marins grande profondeur a tres fortes limites de liquidité

Hattab M., Favre J. L.

Studia Geotechnica et Mechanica

2008

Vol. 30, nr 1-2

234-244

The progressive transition from the non-remoulded behaviour (natural soil) to remoulded behaviour is here investigated. Tests were performed on a deepwater clay sediments from the Gulf of Guinea characterized by a very high liquid limit. The results are analysed and compared on one hand with the reference behaviour of remoulded normally consolidated mineral clays established by BIAREZ and FAVRE [1], and on the other hand with intrinsic compression (ICL) curve proposed by BURLAND [4]. The study is supplemented with a local approach of microstructural analysis, using mercury porosimetry method.