Investigation of the coefficient of consolidation of fine-grained soils using combined apparatus

The scope of this investigation is to compare the coefficient of consolidation (cv) values defined by the Taylor’s Square Root of Time Fitting Method, which is obtained from the conventional oedometer tests, with the cv values calculated by Terzaghi’s One Dimensional (1D) Consolidation...

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Bibliographic Details
Main Authors: Mehmet Can Balcı, Kamil Kayabalı, Ramin Asadı
Format: Article
Language:English
Published: General Directorate of Mineral Research and Exploration 2021-12-01
Series:Bulletin of the Mineral Research and Exploration
Subjects:
Online Access:https://dergipark.org.tr/tr/pub/bulletinofmre/issue/64214/835936