Investigation of relation between the coefficient of volume compressibility and water content in unsaturated soils
2007
0 views
0 downloads
Advisor: Prof. Dr. M. Arslan Tekinsoy
Abstract (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
Author
Ekrem Aksoy
How to Cite
Ekrem Aksoy (Master Thesis). Investigation of relation between the coefficient of volume compressibility and water content in unsaturated soils, 2007, Çukurova University.
Keywords
License
Tüm Hakları Saklıdır
This work is shared under the specified license terms.
More theses from Çukurova University
- The effects of collaborative video-blog projects on Turkish EFL students' linguistic and digital literacy skills(2025)
- An investigation of violent and nonviolent adolescent' families in terms in terms of family fuctioning, anger and anger expression(2006)
- Adolescents who have single parents family and full family were compared in respect to their life satisfaction and quality of life(2009)
- Credit risk management in banking sector: An application of variables determining credit risk in Turkish banking sector(2011)
- Investigation of psychological symptom levels in adolescents according to gender and family functions(2013)
- Assessing morphological and genetic diversity among traditional African eggplant landraces and detecting salt tolerance and anther culture performance of selected accessions(2022)