Halil Ibrahim Fedakar, Ph.D.
Halil Ibrahim Fedakar, Ph.D.
Assistant Professor, Department of Civil Engineering, Abdullah Gül University
agu.edu.tr üzerinde doğrulanmış e-posta adresine sahip - Ana Sayfa
Başlık
Alıntı yapanlar
Alıntı yapanlar
Yıl
Response surface methodology for optimization of stabilizer dosage rates of marginal sand stabilized with Sludge Ash and fiber based on UCS performances
H Güllü, Hİ Fedakar
KSCE Journal of Civil Engineering 21 (5), 1717-1727, 2017
322017
On the prediction of unconfined compressive strength of silty soil stabilized with bottom ash, jute and steel fibers via artificial intelligence
H Gullu
Geomechanics & engineering 12 (3), 441-464, 2017
212017
Use of factorial experimental approach and effect size on the CBR testing results for the usable dosages of wastewater sludge ash with coarse-grained material
H Güllü, Hİ Fedakar
European Journal of Environmental and Civil Engineering 22 (1), 42-63, 2018
142018
Unconfined compressive strength and freeze-thaw resistance of sand modified with sludge ash and polypropylene fiber
H Gullu, HI Fedakar
Geomechanics & engineering 13 (1), 25-41, 2017
132017
Modeling of suspended sediment concentration carried in natural streams using fuzzy genetic approach
Ö Kişi, HI Fedakar
Computational Intelligence Techniques in Earth and Environmental Sciences …, 2014
62014
Fuzzy genetic approach for modeling of the critical submergence of an intake
F Kocabaş, B Ünal, S Ünal, HI Fedakar, E Gemici
Neural Computing and Applications 23 (1), 73-82, 2013
42013
Evaluation of deformation behavior of sand-clay mixture under traffic loads
HI Fedakar, W Cai, CJ Rutherford, B Cetin
Geo-Congress 2020: Modeling, Geomaterials, and Site Characterization, 201-209, 2020
32020
Deformation characteristics of medium-dense sand-clay mixtures under a principal stress rotation
HI Fedakar, B Cetin, CJ Rutherford
Transportation Geotechnics 30, 100616, 2021
2021
Effect of principal stress rotation on deformation behavior of dense sand–clay mixtures
HI Fedakar, CJ Rutherford, B Cetin
Road Materials and Pavement Design, 1-22, 2021
2021
Tekrarlı trafik yükleri altında farklı kil içeriklerine sahip orta-sıkı kum-kil karışımlarının esneklik modülünün incelenmesi
Hİ Fedakar
Niğde Ömer Halisdemir Üniversitesi Mühendislik Bilimleri Dergisi 10 (1), 351-357, 2021
2021
DCP deney sonuçlarını kullanarak farklı CBR aralıkları için korelasyon denklemlerinin geliştirilmesi
H Fedakar
Sistem, işlemi şu anda gerçekleştiremiyor. Daha sonra yeniden deneyin.
Makaleler 1–11