An investigation on liquefied cohesive soils during February 6, 2023 Kahramanmaraş earthquakes in Gölbaşı County of Adıyaman province
Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2024
BÜŞRA KARTAL
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Soil-pile interaction for offshore wind turbine foundations in liquefiable soils
Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2022
SEZGİN SARAK
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Prediction of pore pressure and deviatoric stress generation for liquefiable soils under cyclic loading using machine learning
Lisansüstü Eğitim Enstitüsü, İstanbul Teknik Üniversitesi, 2024
ÖMER TUĞŞAD BİRİNCİ
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Nonlinear site response analysis of Northern İzmir Bay area soils
Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2002
PINAR EKER
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Lateral pile interaction in alluvial soils
Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2002
ALİ EVREN ŞENDUR
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Increasing liquefaction resistance of saturated cohesionless soils along major coastal highway arteries of İzmir Bay area
Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2025
PINAR ATEŞ
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Stabilization of surficial soils with sand in a salt crystalliser pond
Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2006
MEHMET YÖRÜK
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Influence of mica plates on cyclic strength of soils of old Gediz River Delta
Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2012
ENDER BAŞARI
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Finite element analyses of quay walls on liquefiable soils
Fen Bilimleri Enstitüsü, Dokuz Eylül Üniversitesi, 2020
ÇİĞDA YARAN
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A new approach in studying the engineering behavior and mechanical properties of artificial bonded soils in the laboratory
Lisansüstü Eğitim Enstitüsü, İstanbul Teknik Üniversitesi, 2022
RICHARD VALL NGANGU RICARDO
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A Fully Coupled Theoretical and Computational Model for Unsaturated Soils: Numerical Formulation and Experimental Verification
9th Int. Conf. Comp. Mthds for Coupled Problems in Sci. & Eng.-COUPLED PROBLEMS, South Sardinia/İTALYA, 13 Haziran 2021
EYÜPGİLLER MUSTAFA MERT, ÜLKER MEHMET BARIŞ CAN
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Determination of Ra-226, Th-232, K-40 and Cs-137 activities in soils and beach sands and related external gamma doses in Arıklı mineralization area (Ayvacık/Turkey)
Radiation Protection Dosimetry, Vol. 193, Mart 2021, s. 137-154, ISSN: 0144-8420
TOP GÜLCAN, ÖRGÜN TUTAY YÜKSEL, AYAZLI İSMAİL ERCÜMENT, BELİVERMİŞ MURAT, KARACIK ZEKİYE, KAMPEL GYORGİ
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A NEW APPROACH FOR INVESTIGATING THE ENGINEERING BEHAVIOR AND MECHANICAL PROPERTIES OF BONDED SANDY SOILS
International Journal of GEOMATE, Vol. 21, No. 86, Ekim 2021, s. 81-91, ISSN: 2186-2982
RİCARDO RİCHARD VALL NGANGU, LAV MUSAFFA AYŞEN
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Comparison of the free vibration analysis of a fluid-conveying hybrid pipe resting on different two-parameter elastic soils
International Journal of Pressure Vessels and Piping, Vol. 193, Ekim 2021, ISSN: 0308-0161
DURMUŞ DAMLA, BALKAYA MÜGE, KAYA METİN ORHAN
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Activity Concentration of 210Pb 210Po in Soils Taken from Cultivated Lands
RADIATION MEASUREMENTS, Vol. 39, 2005, s. 129-135, ISSN: 1350-4487
ASLANİ MAHMUT ALİ ASKER,ERENTÜRK SEMA,AYTAŞ ŞULE,GÜRBOĞA GÜLŞEN,ERAL MERAL
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Platy Mica Grain Effects on Standard Penetration Test and Dynamic Properties of Sandy Soils
3rd International Soil-Structure Interaction Symposium, İZMİR/TÜRKİYE, 18 Ekim 2017, s. 599-607
BAŞARI ENDER,ÖZDEN GÜRKAN
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Estimating compaction parameters of fine and coarse grained soils by means of artificial neural networks
Environmental Earth Sciences, Springer/ALMANYA, Vol. 69, No. 7, Ağustos 2013, s. 2287-2297
IŞIK FATİH,ÖZDEN GÜRKAN
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The Effect of Leachate on the Compacted and Consolidated Clay Soils
Eurasian Journal of Environmental Research, Vol. 1, No. 1, Kasım 2017, s. 36-47, ISSN: 2602-2990
GÜNEŞ DURAK SEVGİÖZÇOBAN MEHMET ŞÜKRÜ,BALCIOĞLU ESRA BİLLUR,TÜRKOĞLU DEMİRKOL GÜLER,MUTLU SALMANLI ÖYKÜ,TÜFEKCİ NEŞE
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Post-Liquefaction Volume Change in Micaceous Sandy Soils of Old Gediz River Delta
Acta Geotechnica Slovenica, Vol. 10, No. 1, Ocak 2013, s. 33-40, ISSN: 1854-0171
BAŞARI ENDER,ÖZDEN GÜRKAN
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Empirical modeling for predicting excavation performance of EPB TBM based on soil properties
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, Vol. 71, Ocak 2018, ISSN: 0886-7798
AVUNDUK EMRE,ÇOPUR HANİFİ
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