Usage of recycled fine aggregates obtained from concretes with low w/c ratio in the production of masonry plaster and mortar
Yazarlar (4)
Doç. Dr. Gökhan Kaplan Atatürk Üniversitesi, Türkiye
Mesut Türkoğlu
Kastamonu Üniversitesi, Türkiye
Kastamonu Üniversitesi, Türkiye
Öğr. Gör. Burak Bodur Kastamonu Üniversitesi, Türkiye
Doç. Dr. Oğuzhan Yavuz BAYRAKTAR Kastamonu Üniversitesi, Türkiye
| Makale Türü | Özgün Makale (SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale) | ||
| Dergi Adı | Environment Development and Sustainability (Q2) | ||
| Dergi ISSN | 1387-585X Wos Dergi Scopus Dergi | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 06-2022 |
| Cilt / Sayı / Sayfa | 24 / 2 / 2685–2714 | DOI | 10.1007/s10668-021-01551-5 |
| Makale Linki | http://dx.doi.org/10.1007/s10668-021-01551-5 | ||
| UAK Araştırma Alanları |
Yapı Malzemeleri
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| Özet |
| In this study, fresh and hardened aspects of mortars being produced from RFAs (recycled fine aggregates) obtained from concretes, w/c (water/cement) ratio of which varies in the range of 0.47–0.55 have been examined. On the mortars experiments such as those relating with workability, mechanical properties, drying shrinkage, sorptivity, and apparent porosity have been conducted. As flow diameters of mortars are kept at the value of 16 ± 2 cm, as a/c (aggregate/cement) ratio increased, w/c ratios of mortars also increased. As paste volume of mortars decreased, their mechanical properties got diminished. Increase in a/c ratio has impacted flexural strength negatively. In a mortar with a/c ratio of 5 and RFA ratio of %75, compressive strength of nearly 12 MPa has been obtained. As a/c ratio and compressive and flexural strengths of mortars increased, drying shrinkage values got reduced. Drying shrinkage value of … |
| Anahtar Kelimeler |
| Capillarity | Drying shrinkage | Recycled aggregate | Sustainability | Workability |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Web of Science | 11 |
| Scopus | 10 |
| Google Scholar | 17 |