Simplified seepage consolidation test for soft sediments
Sridharan A, Prakash K
(Received 16 October 1997; accepted 29 March 1999)

Abstract
The consistency of very soft sediments prevents the conventional oedometer test from being applied to study their compressibility and permeability characteristics. The hydraulic consolidation test in existence requires sophisticated instrumentation and testing procedures. The present paper proposes a seepage-force-induced consolidation testing procedure for studying the compressibility and permeability behavior of soft sediments at low effective stress levels. The good agreement that has been observed between the results obtained from the proposed method and the conventional oedometer test at overlapping effective stress levels indicates that the proposed method can be used to study the compressibility and permeability characteristics of soft sediments at low effective stress levels satisfactorily.

Keywords:
clays, consolidation, laboratory testing, permeability, sedimentation, seepage, soils

Paper ID: GTJ22305

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Author Sridharan A, Prakash K Title Simplified seepage consolidation test for soft sediments Symposium , Committee on