ARAMA SONUÇLARI

Toplam 5 adet sonuçtan 5 tanesi görüntülenmektedir.

Finite element analyses of quay walls on liquefiable soils

Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2020

ÇİĞDA YARAN

Gürkan Özden Tez Yüksek Lisans Tamamlandı

Soil-pile interaction for offshore wind turbine foundations in liquefiable soils

Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2022

SEZGİN SARAK

Gürkan Özden Tez Yüksek Lisans Tamamlandı

Influence of Excess Pore Pressure Development on Inertial Pile Response

5th International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Lefkoşe/KUZEY KIBRIS TÜRK CUMHURİYETİ, Vol. 305, 30 Haziran 2022, s. 203-211, ISSN: 2366-2557

YUMUK HANDE, ÖZDEN GÜRKAN

Gürkan Özden Tam metin bildiri Liquefiable soils· Laterally loaded pileExcess pore pressurePile-soil interaction

The Effect of Soil Damping on the Soil-Pile-Structure Interaction Analyses in Liquefiable and Non-liquefiable Soils

Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)., 15 Ağustos 2022

ALVER OZAN, BAYAT ESRA ECE

Ozan Alver Tam metin bildiri soilpilestructureinteraction

The Effect of Soil Damping on the Soil-Pile-Structure Interaction Analyses in Liquefiable and Non-liquefiable Soils

Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering, Beijing/ÇİN HALK CUMHURİYETİ, 15 Temmuz 2022, s. 1060-1066

ALVER OZAN, BAYAT ESRA ECE

Esra Ece Bayat Tam metin bildiri

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