Dr. Öğr. Üyesi  Eyyub Karakan
Dr. Öğr. Üyesi Eyyub Karakan
Verified email at kilis.edu.tr
Title
Cited by
Cited by
Year
Köprülerde Deneysel Modal Analiz Uygulamaları
C Dönmez, E Karakan
İMO Teknik Dergi 20, 4851-4863, 2009
112009
Effects of fibre reinforcement on liquefaction behaviour of poorly graded sands
T Eskisar, E Karakan, S Altun
Procedia engineering 161, 538-542, 2016
92016
Evaluation of cyclic stress–strain and liquefaction behavior of Izmir sand
T Eskisar, E Karakan, S Altun
Arabian Journal for Science and Engineering 39 (11), 7513-7524, 2014
92014
Cyclic undrained behavior and post liquefaction settlement of a nonplastic silt
E Karakan, N Tanrinian, A Sezer
Soil Dynamics and Earthquake Engineering 120, 214-227, 2019
82019
The liquefaction behavior of poorly graded sands reinforced with fibers
E Karakan, T Eskişar, S Altun
Advances in Civil Engineering 2018, 2018
52018
Estimation of frequency response fuction for experimental modal analysis
E Karakan
Izmir Institute of Technology, 2008
52008
Effect of fines content and plasticity on undrained shear strength of quartz-clay mixtures
E Karakan, S Demir
Arabian Journal of Geosciences 11 (23), 1-12, 2018
42018
Dynamic behavior of a clayey sand reinforced with polypropylene fiber
I Bozyigit, N Tanrınıan, E Karakan, A Sezer, D Erdoğan, S Altun
Acta Physica Polonica A 132 (3), 674-678, 2017
42017
İklim Değişikliğinin İkizcetepeler Barajı Akımlarına Etkilerinin Modellenmesi: 2015-2030 Projeksiyonu
U Okkan, E Karakan
Teknik Dergi 27 (2), 7379-7401, 2016
42016
Assessment of liquefaction behavior of Izmir sand reinforced with randomly distributed fibers
T Eskisar, S Altun, E Karakan
Proceedings of the 6th International Conference on Earthquake Geotechnical …, 2015
32015
Load displacement relationship for a rigid circular foundation anchored by Mindlin solutions
S Altun, E Karakan, ŞÇ Tuna
Scientia Iranica 20 (3), 397-405, 2013
32013
Evaluation of effect of limited pore water pressure development on cyclic behavior of a nonplastic silt
E Karakan, A Sezer, N Tanrinian
Soils and Foundations 59 (5), 1302-1312, 2019
22019
Relationship between undrained shear strength with Atterberg limits of kaolinite/bentonite–quartz mixtures
E KARAKAN, S DEMİR
Uluslararası Mühendislik Araştırma ve Geliştirme Dergisi 10 (3), 92-102, 2018
22018
Liquid limit determination of various sand clay mixtures by Casagrande and fall cone test methods
E Karakan, S Demir
Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Dergisi 20 (2), 361-371, 2018
22018
Behavior of a dense nonplastic silt under cyclic loading
E KARAKAN, A SEZER, N TANRINİAN, S ALTUN
Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi-B Teorik Bilimler 6, 183-191, 2018
22018
Effects of fiberreinforcement on liquefaction behavior and pore pressure development of sand
T Eskisar, E Karakan, S Altun
Proceedings of the 12th International Congress on Advances in Civil …, 2016
22016
Modeling the effects of climate change on İkizcetepeler Inflows: 2015-2030 projection
U Okkan, E Karakan
Turkish Chamber Civil Engineers, 2016
22016
Applications of experimental modal analysis for bridges
C Donmez, E Karakan
TURKISH CHAMBER CIVIL ENGINEERS, 2009
22009
Factors effecting the shear strength of geotextile reinforced compacted clays
E KARAKAN
Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 20 …, 2018
12018
Evaluation of Excess Pore Water Pressure Build-up During Cyclic Triaxial Tests on a Non-plastic Silt
E KARAKAN, N TANRINİAN, A SEZER
Düzce Üniversitesi Bilim ve Teknoloji Dergisi 6 (2), 513-524, 2018
12018
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