Title

Geotechnical properties of sediments from North Pacific and northern Bermuda Rise

Document Type

Article

Date of Original Version

1-1-1980

Abstract

Consolidation tests of the deeper samples in the North Pacific clays indicate that the sediment column is normally consolidated. Consolidated undrained triaxial tests indicate stress-strain properties characteristic of saturated clays with effective angles of friction of 35o for smectite and 31o for illite. -from US Govt Reports Announcements, 7, 1982

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