Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate
Öz
Every year hundreds of millions of tyres come out as waste because they fill their service period and this situation causes global problems in respect of health and environment. Today, as the natural building sand became a limited and costly material, and fine aggregate is more economical and sustainable, this lead to the usage of fine aggregate in concrete technology. In this study, rubber granule aggregate (CRA) obtained from waste tyres with 0% (control), 5%, 10% and 15% ratios by weight was replaced with the amount of fine aggregate which remains at 1-2 mm sieve opening, and mechanical and morphological properties of the samples were investigated. For this purpose, unit weight, water absorption, compressive strength for 3,7 and 28 days, freezing-thawing (100 cycles) and ultrasonic pulse tests of concrete samples were performed. Also, SEM (Scanning Electron Microscope) images and EDS (Energy-Dispersive X-ray Spectroscopy) spectrum analyses of samples were examined. As a result of the study, it was determined that the sample containing CRA with 5% ratio gave more suitable results than the other samples.
Anahtar Kelimeler
Kaynakça
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Ayrıntılar
Birincil Dil
Türkçe
Konular
-
Bölüm
Araştırma Makalesi
Yayımlanma Tarihi
20 Aralık 2017
Gönderilme Tarihi
9 Ağustos 2017
Kabul Tarihi
-
Yayımlandığı Sayı
Yıl 2017 Cilt: 20 Sayı: 4
APA
Sallı Bideci, Ö., Saka, R. C., & Bideci, A. (2017). Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate. Politeknik Dergisi, 20(4), 777-786. https://doi.org/10.2339/politeknik.368985
AMA
1.Sallı Bideci Ö, Saka RC, Bideci A. Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate. Politeknik Dergisi. 2017;20(4):777-786. doi:10.2339/politeknik.368985
Chicago
Sallı Bideci, Özlem, Rasim Cem Saka, ve Alper Bideci. 2017. “Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate”. Politeknik Dergisi 20 (4): 777-86. https://doi.org/10.2339/politeknik.368985.
EndNote
Sallı Bideci Ö, Saka RC, Bideci A (01 Aralık 2017) Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate. Politeknik Dergisi 20 4 777–786.
IEEE
[1]Ö. Sallı Bideci, R. C. Saka, ve A. Bideci, “Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate”, Politeknik Dergisi, c. 20, sy 4, ss. 777–786, Ara. 2017, doi: 10.2339/politeknik.368985.
ISNAD
Sallı Bideci, Özlem - Saka, Rasim Cem - Bideci, Alper. “Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate”. Politeknik Dergisi 20/4 (01 Aralık 2017): 777-786. https://doi.org/10.2339/politeknik.368985.
JAMA
1.Sallı Bideci Ö, Saka RC, Bideci A. Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate. Politeknik Dergisi. 2017;20:777–786.
MLA
Sallı Bideci, Özlem, vd. “Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate”. Politeknik Dergisi, c. 20, sy 4, Aralık 2017, ss. 777-86, doi:10.2339/politeknik.368985.
Vancouver
1.Özlem Sallı Bideci, Rasim Cem Saka, Alper Bideci. Physical Characteristics of Rubberized Concrete Including Granulated Waste Tire Aggregate. Politeknik Dergisi. 01 Aralık 2017;20(4):777-86. doi:10.2339/politeknik.368985
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