Sefi F. & Lav M.A. (2025). Effects of grain breakage on hydraulic conductivity in granular soils under one-dimensional compression.
Journal of Terramechanics, 118, 101045. |Link|
Sefi F., Abanozoğlu E.G., Balkaya M. & Lav M.A. (2024). Investigation of the contribution of first row rock anchors to the retaining system by variation of anchor bond length.
European Journal of Engineering and Applied Sciences, 7(1):35-43. |Link||PDF|
Sefi F. (2024). Granüler zeminlerin yüksek eksenel basınç altındaki davranışı.
Thesis (Ph.D.), Istanbul Technical University, Graduate School.
Thesis Advisor: Prof. Dr. Musaffa Ayşen Lav. "One-dimensional high pressure compression of crushable granular soils"|Link||PDF|
Sefi F. & Lav M.A. (2023). The oedometric stress that initiates lithification of ballast during one-dimensional compression.
2ND International Graduate Research Symposium: IGRS’23 e-abstract book, 393, May 16-18, 2023, Istanbul, Türkiye. |Link||PDF|
Sefi F. & Lav M.A. (2023). One-dimensional compression behavior of granular soils around virgin compression line (VCL).
Bulletin of Engineering Geology and the Environment, 82(227):1-21. |Link||PDF|
Sefi F. & Lav M.A. (2022). Evaluation of a new grain breakage factor based on the single grain crushing strength.
Transportation Geotechnics, 33, 100733. |Link||PDF|
Sefi F. & Lav M.A. (2019). Factors affecting on single grain crushing strength of granular grain.
8th International Geotechnical Symposium, 1(8):798-808, November 13-15, 2019, Istanbul, Türkiye. |Link||PDF|
Sefi F. (2014). Yarı-top-down inşaat yönteminin çok sıra ankrajlı iksa üzerine etkisi.
Thesis (M.Sc.), Istanbul Technical University, Institute of Science and Technology.
Thesis Advisor: Prof. Dr. Aykut Şenol. "Effects of semi-top-down construction method on anchored wall system"|Link||PDF|