A new interpretation of the constant rate of strain consolidation test for determining the coefficient of consolidation

This study presents a new method to determine the coefficient of consolidation from a constant rate of strain consolidation test. The method rests on the direct measurement of the total vertical stress applied at the top of a double drained clay specimen. For a sufficiently small time increment, the...

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Bibliographic Details
Published inJournal of engineering mathematics Vol. 134; no. 1
Main Author Foriero, Adolfo
Format Journal Article
LanguageEnglish
Published Dordrecht Springer Netherlands 01.06.2022
Springer Nature B.V
Subjects
Online AccessGet full text
ISSN0022-0833
1573-2703
DOI10.1007/s10665-022-10223-w

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