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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 saturation (Sr...

Deskribapen osoa

Gorde:
Xehetasun bibliografikoak
Egile Nagusiak: Kamil Kayabalı, Deniz Yılmaz
Formatua: Artigo
Hizkuntza:Inglês
Argitaratua: General Directorate of Mineral Research and Exploration 2025-04-01
Saila:Bulletin of the Mineral Research and Exploration
Gaiak:
Sarrera elektronikoa:https://dergipark.org.tr/tr/download/article-file/4666236
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