Chapter
Mar 25, 2014

Determination of the Time Rate of Radial Consolidation Using Laboratory Inflow Consolidation Testing

Publication: From Soil Behavior Fundamentals to Innovations in Geotechnical Engineering: Honoring Roy E. Olson

Abstract

A simple, easily applicable correlation is proposed for the relationship between the degree of radial consolidation (Ur) and the time factor (Tr) based on the free-strain assumption and drainage to a central drain (inflow radial consolidation). The suggested correlation is successfully applied to the results of a series of tests on soft clayey soils from Louisiana using the incremental radial inflow test equipment developed and utilized by a series of R. E. Olson's former graduate students in the late 1970s and early 1980s. The proposed correlation is practical, yet powerful, and can easily/quickly be applied using spreadsheets. One can also conveniently and consistently determine radial consolidation coefficient (cr) without the conventional graphical construction.

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Go to From Soil Behavior Fundamentals to Innovations in Geotechnical Engineering
From Soil Behavior Fundamentals to Innovations in Geotechnical Engineering: Honoring Roy E. Olson
Pages: 352 - 357

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Published online: Mar 25, 2014

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Cem Akgüner [email protected]
A.M.ASCE
Lecturer, Civil Engineering Department, Davutpasa Campus, Yildiz Technical University, Esenler, Istanbul, Turkey 34220. E-mail: [email protected]

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