Bursa Uludağ Üniversitesi Açık Erişim Sistemi
Bursa Uludağ Üniversitesinin araştırma çıktılarının yer aldığı açık erişim sistemidir.
Bu öğeden alıntı yapmak, öğeye bağlanmak için bu tanımlayıcıyı kullanınız:
http://hdl.handle.net/11452/34841| Başlık: | Comparison of recycled glass and recycled concrete aggregates bearing mortar mixtures exposed to high temperature, abrasion and drying |
| Yazarlar: | Beglarigale, Ahsanollah Yazıcı, Halit Ramyar, Kambiz Uludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü. 0000-0003-0326-5015 Mardani, Ali Aghabaglou C-7860-2015 AAJ-6415-2021 57669486700 |
| Anahtar kelimeler: | Architecture Recycling High temperature Abrasion resistance Drying-shrinkage Self-compacting concrete Partial replacement Consolidating concrete Elevated-temperatures Demolition waste Fresh properties Portland-cement Fine aggregate Part-I. Durability Abrasion Carbonation Concrete mixtures Drying Erosion Glass Lime Mixtures Mortar Shrinkage Wear resistance Control mixtures Crushed limestone Drying shrinkages Durability performance High temperature Recycled aggregates Recycled concrete aggregates Recycled concretes Concrete aggregates Durability |
| Yayın Tarihi: | 2018 |
| Yayıncı: | Collage Puplishing |
| Atıf: | Mardani, A. A. vd. (2018). ''Comparison of recycled glass and recycled concrete aggregates bearing mortar mixtures exposed to high temperature, abrasion and drying''. Journal of Green Building, 13(4), 39-59. |
| Özet: | In this study, the effects of recycled glass (RG) and recycled concrete (RC) fine aggregates on the drying-shrinkage, carbonation, high temperature and abrasion resistance of mortar mixtures were investigated comparatively. In addition, durability performance of the mortar mixtures was investigated through micro-structural analysis. For this purpose, 9 different mortar mixtures were prepared by replacing 25, 50, 75 and 100 wt.% of crushed-limestone fine aggregate with recycled glass and recycled concrete aggregates. Except for the abrasion resistance, the RG mixtures showed better durability performance than the control mixture. However, the RC mixtures containing more than 50% recycled aggregate showed lower performance than the control mixture. |
| URI: | https://doi.org/10.3992/1943-4618.13.4.39 https://meridian.allenpress.com/jgb/article/13/4/39/116283/COMPARISON-OF-RECYCLED-GLASS-AND-RECYCLED-CONCRETE http://hdl.handle.net/11452/34841 |
| ISSN: | 1552-6100 1943-4618 |
| Koleksiyonlarda Görünür: | Scopus Web of Science |
Bu öğenin dosyaları:
Bu öğeyle ilişkili dosya bulunmamaktadır.
DSpace'deki bütün öğeler, aksi belirtilmedikçe, tüm hakları saklı tutulmak şartıyla telif hakkı ile korunmaktadır.