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Sami Oguzhan Akbas
Sami Oguzhan Akbas
Professor of Civil (Geotechnical) Engineering, Gazi University
Verified email at gazi.edu.tr
Title
Cited by
Year
Reliability and Validity Analysis of Correlations on Strength and Consolidation Parameters for Ankara Clay and Proposal for a New Correlation
E Tuc, SO Akbas, G Babagiray
Arabian Journal for Science and Engineering, 1-20, 2024
2024
Unleashing the Potential of a Hybrid 3D Hydrodynamic Monte Carlo Risk Model for Maritime Structures’ Design in the Imminent Climate Change Era
A Uğurlu, EA Balas, CE Balas, SO Akbaş
Journal of Marine Science and Engineering 12 (6), 931, 2024
2024
Case study of a foundation failure induced by cyclic softening of clay during the 2023 Kahramanmaraş earthquakes
İ Tonyalı, SO Akbas, T Beyaz, K Kayabalı, C Gokceoglu
Engineering Geology 332, 107477, 2024
52024
Type and Layout Arrangement of Geosynthetics for Enhancing Energy Dissipation on Buried Pipes Under Impact Loads
G Babagiray, SO Akbaş, Ö Anıl
International Journal of Civil Engineering 22 (2), 317-331, 2024
2024
The Effect of Incorporating Vertical Spatial Variability on the Probabilistic Analysis of a Deep Excavation: A Case Study
DE KORKUT, SO AKBAŞ
Politeknik Dergisi 26 (3), 1233-1242, 2023
12023
Finite element-based geotechnical risk analysis for anchor-supported deep excavations
S Bozkurt, SO Akbas
Arabian Journal of Geosciences 16 (8), 470, 2023
42023
Effect of Wall Stiffness on Excavation-Induced Horizontal Deformations in Stiff-Hard Clays
G Üçdemir, S Akbaş
Gazi University Journal of Science Part A: Engineering and Innovation 10 (2 …, 2023
12023
Full-scale field impact load experiments on buried pipes in geosynthetic-reinforced soils
G Babagiray, SO Akbas, O Anil
Transportation Geotechnics 38, 100927, 2023
72023
Characterization and stabilization of a mine waste dump-landslide
E Türk, Ö Dumanlilar, SO Akbas
The Evolution of Geotech-25 Years of Innovation, 657-663, 2021
2021
INVESTIGATION OF THE IMPACT BEHAVIOR WHEN USING SINGLE AND DOUBLE LAYERS OF GEOSYNTHETICS ON BURIED PIPE STRUCTURES
G BABAGİRAY, S AKBAŞ, Ö ANIL
Acta Geotechnica Slovenica 18 (2), 83-104, 2021
12021
Expanded database assessment of design methods for spread foundations under axial compression and uplift loading
C Tang, KK Phoon, DQ Li, SO Akbas
Journal of Geotechnical and Geoenvironmental Engineering 146 (11), 04020119, 2020
192020
The importance of designer-contractor communication in geotechnical design as exemplified by a cut slope failure
D Anafarta, E Turk, SO Akbas
IOP Conference Series: Materials Science and Engineering 800 (1), 012004, 2020
2020
Predicting groutability of granular soils using adaptive neuro-fuzzy inference system
E Tekin, SO Akbas
Neural Computing and Applications 31, 1091-1101, 2019
292019
Linear and nonlinear site response analyses to determine dynamic soil properties of Kirikkale
YB Sonmezer, S Bas, NS Isik, SO Akbas
Geomechanics and Engineering 16 (4), 435-448, 2018
142018
Seismic risk estimation of the Kirikkale province through street survey based rapid assessment method (SSRA)
YB Sonmezer, S Bas, SO Akbas
Earthq. Struct 14 (6), 615-626, 2018
62018
Effects of the use of the surface spectrum of a specific region on seismic performances of R/C structures
YB Sonmezer, I Kalkan, S Bas, SO Akbas
Natural Hazards, 2018
72018
Sığ Rijit Tabaka Üzerinde Yer Alan Kohezyonsuz Zeminlerdeki Yüzeysel Temellerin Taşıma Gücü Hakkında Sayısal Modelleme Esaslı Parametrik Bir Çalışma
G Babagiray, SO Akbaş
Teknik Dergi 29 (1), 8185-8198, 2018
32018
A Numerical Modelling Based Parametric Study on the Bearing Capacity of Shallow Foundations on Cohesionless Soils Underlain by a Shallow Rigid Layer
G Babagiray, S Akbaş
TEKNIK DERGI 29 (1), 2018
2018
Investigation of the impact behavior of steel and composite pipes with protective layer
Ö Anil, SO Akbaş, O Gezer, MC Yılmaz
Structural Concrete 18 (3), 421-432, 2017
62017
Evaluation of the uncertainties related to the geotechnical design method and its consideration in reliability based design
K Lesny, S Akbas, W Bogusz, S Burlon, G Vessia, L Zhang
Geo-Risk 2017, 435-444, 2017
82017
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