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R Kağan Akbulut
R Kağan Akbulut
Assistant Professor
Verified email at atauni.edu.tr
Title
Cited by
Cited by
Year
Utilization of polymers to improve soft clayey soils using the deep mixing method
S Arasan, M Bagherinia, RK Akbulut, AS Zaimoglu
Journal of Environmental & Engineering Geoscience 23 (1), 1-12, 2017
202017
Rapid stabilization of sands with deep mixing method using polyester
S Arasan, F Işik, RK Akbulut, AS Zaimoğlu, O Nasirpur
Periodica Polytechnica Civil Engineering 59 (3), 405-411, 2015
202015
A study on freeze-thaw behavior of randomly distributed fiber-reinforced soil
AŞ Zaimoğlu, Y Çalik, RK Akbulut, T Yetimoğlu
Periodica Polytechnica Civil Engineering 60 (1), 3-9, 2016
182016
Optimization of consistency limits and plasticity index of fine-grained soils modified with polypropylene fibers and additive materials
AS Zaimoglu, O Tan, RK Akbulut
KSCE Journal of Civil Engineering 20, 662-669, 2016
152016
Effect of freeze-thaw cycles on strength behavior of compacted chicken quill-clay composite in undrained loading
AŞ Zaimoğlu, RK Akbulut, S Arasan
Journal of Natural Fibers 13 (3), 299-308, 2016
142016
Swelling pressure of compacted clay liners contaminated with inorganic salt solutions
S Arasan, RK Akbulut, T Yetimoglu, G Yilmaz
Environmental & Engineering Geoscience 16 (4), 401-409, 2010
102010
Yüke maruz ince daneli zeminlerin donma-çözülme davranışı
AŞ Zaimoğlu, F Hattatoğlu, RK Akbulut
Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 19 (3), 117-120, 2013
92013
Effect of salt solution temperature on the liquid limit of clay liners in solid waste disposal landfills
U Hamutcu, S Arasan, RK Akbulut, ZN Kurt
8th International Congress on Advances in Civil Engineering, Eastern …, 2008
92008
Behavior of polymer columns in soft clayey soil: A preliminary study
S Arasan, RK Akbulut, F Isik, M Bagherinia, AS Zaimoglu
Geomech. Eng 10 (1), 95-107, 2016
82016
Freeze-thaw behavior of fine grained soils subjected to surcharge loads
AŞ Zaimoğlu, F Hattatoğlu, RK Akbulut, T Yetimoğlu
3rd International Conference on New Developments in Soil Mechanics and …, 2012
8*2012
Effect of salt solution temperature on the liquid limit of clay liners in solid waste disposal landfills
ZN Kurt, S Arasan, U Hamutcu, RK Akbulut
Geotechnical Symposium. Adana, Turkey, 383-390, 2007
62007
Numune Boyutunun CH Kilinin Donma-Çözülme Üzerindeki Etkisi
RK AKBULUT, AŞ ZAİMOĞLU
Selçuk Üniversitesi Mühendislik, Bilim Ve Teknoloji Dergisi 7 (1), 66-74, 0
5*
Polipropilen Lif ile Rastgele Donatılandırılan Bir CH Kil Zemininin Donma-Çözülme Çevrimlerinde Serbest Basınç Dayanımının Araştırılması
Y ÇALIK, RK AKBULUT, AŞ ZAİMOĞLU, T YETİMOĞLU
Journal of the Institute of Science and Technology 9 (2), 911-921, 2019
32019
Investigation of geotechnical properties of clay soils mixed with recycled nano carbon black
RK Akbulut, F Isik
Sādhanā 46 (1), 49, 2021
22021
Influence of Waste Toothbrush Fiber on Strength and Freezing–Thawing Behavior in High Plasticity Clay
F Isik, RK Akbulut, AS Zaimoglu
Studia Geotechnica et Mechanica 43 (1), 15-21, 2021
22021
Nano-CuO İle Hazırlanan Kompozit Kil Karışımlarının Kıvam Limitleri, pH ve Elektrik İletkenlik Özelliklerinin İncelenmesi
AŞ ZAİMOĞLU, F ALTUN, I Fatih, RK AKBULUT
Journal of the Institute of Science and Technology 10 (1), 290-298, 2020
22020
Geri Dönüştürülmüş Karbon Karasının Killi Zeminlerin Kıvam Limitlerine Etkisi
I Fatih, RK AKBULUT
Journal of the Institute of Science and Technology 8 (2), 123-130, 2018
22018
Effect of recycled carbon black on consistency limits of clayey soils.
F Ișık, RK Akbulut
Journal of the Institute of Science and Technology 8 (2), 123-130, 2018
22018
Yüzey aktif madde ile muamele edilen kilin bazı fiziksel ve kimyasal özellikleri
RK Akbulut
Yüksek Lisans Tezi, Atatürk Üniversitesi Fen Bilimleri Enstitüsü, 2008
22008
Investigation of Compressive Strength of Plaster and Masonry Mortar Prepared with Waste Stone Dust, Nano Carbon Black and Cement
KAN Abdulkadir, I Fatih, RK AKBULUT, O GENCTEN
International Journal of Innovative Research and Reviews 4 (2), 5-11, 2020
12020
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Articles 1–20