Compression behaviour and shear strength characteristics of a natural silty clay sedimented in the laboratory

The compression behaviour, shear strength characteristics, and material properties of dense slurries and soft settled beds of natural fine-grained sediments were studied experimentally. Slurries of varying initial density, initial height, and pore fluid salinity were settled one-dimensionally, by se...

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Bibliographic Details
Main Author: Bowden, Robert Kirk
Other Authors: Sills, G. C.
Published: University of Oxford 1988
Subjects:
Online Access:http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.233469