Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Ahmet Ferhat Bingöl"'
Publikováno v:
Journal of Sustainable Construction Materials and Technologies, Vol 8, Iss 4, Pp 307-318 (2023)
The cement production process contributes significantly to CO2 gas emissions and environ- mental pollution. To reduce this adverse effect, the substitution of waste marble powder as a cement additive was investigated. In this study, the properties of
Externí odkaz:
https://doaj.org/article/f250016ca50241448f6c409920a8f464
Publikováno v:
Iranian Journal of Science and Technology, Transactions of Civil Engineering. 46:789-799
The effects of the use of silica fume (SF) and fly ash (FA) on the fresh, mechanical and durability properties of self-compacting concrete (SCC) were experimentally examined. Combinations of F-class FA ranging from 15 to 45% and SF ranging from 5 to
Autor:
Zinnur Çelik, Ahmet Ferhat Bingöl
Publikováno v:
Structural Concrete. 21:2124-2133
Publikováno v:
Volume: 7, Issue: 2 254-264
Mühendislik Bilimleri ve Tasarım Dergisi
Mühendislik Bilimleri ve Tasarım Dergisi
Betonarme yapılardaki kalıcılık sorunlarından birisi de sülfatsaldırısıdır. Sülfat beton içerisinde bazı reaksiyonlarla çatlak, genleşme,dağılma gibi bozulmalara yol açar ve sonuçta betonun dayanımında düşüşler gözlenir.Bu
Autor:
Zinnur Çelik, Ahmet Ferhat Bingöl
Publikováno v:
Challenge Journal of Structural Mechanics. 5:35
In this study, the effects of different fibre types on the workability and mechanical properties of self-compacting concrete were investigated. Fresh and hardened properties of self-compacting concrete, different fibre content 0.90, 1.35 and 1.80 kg/
Autor:
Nurullah Soylu, Ahmet Ferhat Bingöl
Publikováno v:
Challenge Journal of Structural Mechanics. 5:29
SIFCON (Slurry Infiltrated Fiber Reinforced Concrete) is a composite which occur hardening of the matrix phase, consists of cement, water, mineral additives, fine sand, water reducing plasticizer, and reinforced with high volume fiber (5–20%). The
Publikováno v:
Challenge Journal of Structural Mechanics. 3:116
This paper describes the strength of Polypropylene Fiber Reinforced Concrete (PFRC) exposed to the elevated temperatures. In the study, control specimens without any fibers and the concrete specimens with the ratios of 0.30, 0.60, 0.90 and 1.20 kg/m