Investigation of relation between the coefficient of volume compressibility and water content in unsaturated soils
2007
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Danışman: Prof. Dr. M. Arslan Tekinsoy
Özet (EN)
In this study, volume change behaviors of alluvial clay samples were investigated in unsaturated conditions. Oedometer tests were done on soil samples, prepared in different water contents. The coefficients of volume compressibility were calculated for each sample from these oedometer tests. Change of coefficient of volume compressibility with water content and stress, were investigated. It was observed that the coefficient of volume compressibility increases with increasing water content and decreases with increasing stress level. Keywords: Unsaturated Soils, Volume Change Characteristics of Soils, The Coefficient of Volume Comressibility, Water Content
Yazar
Ekrem Aksoy
Bu Yayına Nasıl Atıf Yapılır
Ekrem Aksoy (Master Thesis). Investigation of relation between the coefficient of volume compressibility and water content in unsaturated soils, 2007, Çukurova University.
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