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Shear Strength Development with Burial in Eel River Margin Slope Sediments
Authors:Jacques Locat  Homa Lee  Robert Kayen  Ken Israel  Marie-Claude Savoie  Éric Boulanger
Institution:1. Pusan National University , South Koreasuneelm_75@hotmail.com;3. Pusan National University , South Korea
Abstract:As part of the STRATAFORM project, a series of cores were obtained from the Eel River Margin area of Eureka, California. The geotechnical analysis of intact specimens and of reconstituted samples provides some insight on the development of shear strength with burial. The results show the effect of bioturbation in the early part of the lifetime of a sediment. SEDCON tests were used to proposed various relationships which help predict the changes in density, liquidity index, and strength as a function of depth. These relationships are found useful from near the water sediment-interface down to a depth of at least 400 m in the sediment column.
Keywords:compression index  consolidation  creep  marine soft clay  recompression index  secondary compression index
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