Strength development with burial in fine-grained sediments from the Saguenay Fjord, Quebec
Following a sedimentological and geotechnical investigation, two main types of materials were identified in the Saguenay Fjord: (1) organic-rich sediments deposited by continuous sedimentation, and (2) unbioturbated sediments deposited rapidly by episodic events. The consolidation state of sediments with depth were analysed. In all subsurface deposits, sediments are overconsolidated irrespective of the depositional processes. However, in continuously deposited sediments, strength develops more rapidly than in turbidites or mass flows. In the surficial bioturbated layer, strength and liquidity index gradients are at a maximum and the rate of strength variation can reach values as high as 9 kPa/kPa. Results from one-dimensional creep tests suggest that in the organic-poor turbidites, the strength development is controlled, at least partly, by thixotropic strengthening. For bioturbated clays, it appears that the viscosity and the aggregating potential of organic matter controls the evolution of the strength with burial. Key words : Saguenay Fjord, marine clays, consolidation, turbidite, organic matter, bioturbation.