Urmăriți
E Ece Eseller-Bayat
E Ece Eseller-Bayat
Adresă de e-mail confirmată pe itu.edu.tr - Pagina de pornire
Titlu
Citat de
Citat de
Anul
Induced-partial saturation for liquefaction mitigation: experimental investigation
MK Yegian, E Eseller-Bayat, AS Alshawabkeh, S Ali
Journal of geotechnical and geoenvironmental engineering 133 (4), 372-380, 2007
2812007
Liquefaction response of partially saturated sands. I: Experimental results
E Eseller-Bayat, MK Yegian, A Alshawabkeh, S Gokyer
Journal of Geotechnical and Geoenvironmental Engineering 139 (6), 863-871, 2013
1422013
Estimation of liquefaction potential from dry and saturated sandy soils under drained constant volume cyclic simple shear loading
MM Monkul, C Gültekin, M Gülver, Ö Akın, E Eseller-Bayat
Soil Dynamics and Earthquake Engineering 75, 27-36, 2015
772015
Seismic response and prevention of liquefaction failure of sands partially saturated through introduction of gas bubbles
EE Eseller-Bayat
452009
Liquefaction response of partially saturated sands. II: Empirical model
E Eseller-Bayat, MK Yegian, A Alshawabkeh, S Gokyer
Journal of geotechnical and geoenvironmental engineering 139 (6), 872-879, 2013
402013
The coupled influence of relative density, CSR, plasticity and content of fines on cyclic liquefaction resistance of sands
SY E Ece Eseller-Bayat, MM Monkul, Ö Akin
Journal of Earthquake Engineering 23 (6), 909-929, 2019
282019
Bender elements and bending disks for measurement of shear and compression wave velocities in large fully and partially saturated sand specimens
E Eseller-Bayat, S Gokyer, MK Yegian, RO Deniz, A Alshawabkeh
Geotechnical Testing Journal 36 (2), 275-282, 2013
222013
Prevention of liquefaction during earthquakes through induced partial saturation in sands
E Eseller-Bayat, MK Yegian, A Alshawabkeh, S Gokyer
Geotechnical engineering: new horizons, 188-194, 2011
212011
Undrained dynamic response of partially saturated sands tested in a DSS-C device
EE Eseller-Bayat, DB Gulen
Journal of Geotechnical and Geoenvironmental Engineering 146 (11), 04020118, 2020
192020
Partial saturation as a liquefaction countermeasure: a review
SM Seyedi-Viand, EE Eseller-Bayat
Geotechnical and Geological Engineering, 1-32, 2022
162022
Design and application of simple shear liquefaction Box
E Eseller-Bayat, S Gokyer, MK Yegian, E Ortakci, A Alshawabkeh
Geotechnical Testing Journal 36 (3), 322-330, 2013
112013
Numerical modelling of liquefaction tests of partially saturated sands in CSSLB
SMS Viand, EE Eseller-Bayat
Advances in Laboratory Testing and Modelling of Soils and Shales (ATMSS …, 2017
62017
An alternative empirical function to predict air–water mixture bulk modulus for numerical modeling of liquefaction behavior of induced partially saturated sands
SM Seyedi-Viand, EE Eseller-Bayat
Bulletin of Earthquake Engineering 19 (5), 1987-2011, 2021
52021
A new mitigation technique for preventing liquefaction-induced building damages during earthquakes
EE Bayat, MK Yegian, A Alshawabkeh, S Gokyer
Proceedings of WCCE-ECCE-TCCE: Earthquake and Tsunami, Istanbul, Turkey, 1-8, 2009
52009
Liquefaction and performance of foundation systems in Iskenderun during 2023 Kahramanmaras-Turkiye earthquake sequence
P Ozener, MM Monkul, EE Bayat, A Ari, KO Cetin
Soil Dynamics and Earthquake Engineering 178, 108433, 2024
42024
Geotechnical reconnaissance findings of the October 30 2020, Mw7. 0 Samos Island (Aegean Sea) earthquake
K Ziotopoulou, KO Cetin, P Pelekis, S Altun, N Klimis, A Sezer, E Rovithis, ...
Bulletin of Earthquake Engineering 20 (14), 7819-7852, 2022
42022
A methodology for estimation of site-specific nonlinear dynamic soil behaviour using vertical downhole arrays
EE Eseller-Bayat, M Ada
European Journal of Environmental and Civil Engineering 25 (10), 1810-1832, 2021
42021
Specimen preparation techniques for testing fully and partially saturated sands in dynamic simple shear (DSS) test device with confining pressure
DB Gulen, E Ece Eseller-Bayat
Advances in laboratory testing and modelling of soils and shales (ATMSS …, 2017
42017
A dynamic p–y model for piles embedded in cohesionless soils
O Alver, EE Eseller-Bayat
Bulletin of Earthquake Engineering 21 (7), 3297-3320, 2023
32023
Importance of automatization on dry funnel deposited specimens for liquefaction testing
MM Monkul, Ș Yenigün, E Eseller-Bayat
Geotechnical Earthquake Engineering and Soil Dynamics V, 286-295, 2018
32018
Sistemul nu poate realiza operația în acest moment. Încercați din nou mai târziu.
Articole 1–20