Effect of Degree of Saturation on Consolidation Parameters of Fine-Grained Soils

Effect of Degree of Saturation on Consolidation Parameters of Fine-Grained Soils

Terzaghi (1943)'s theory of consolidation phenomenon has some limitations for unsaturated geological environments in nature. Additionally, soils are subjected to consolidation tests under partially saturation conditions. The scope of this study is to illustrate the effect of degree of saturatio...

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Bibliographic Details
Main Authors: Kamil Kayabalı, Deniz Yılmaz
Format: Article
Language:English
Published: General Directorate of Mineral Research and Exploration 2025-04-01
Series:Bulletin of the Mineral Research and Exploration
Subjects:
degree of saturation
coefficient of consolidation
pre-consolidation pressure
consolidation parameters
compression index
recompression index.
Online Access:https://dergipark.org.tr/tr/download/article-file/4666236
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