This study aimed to produce autoclaved aerated concrete (AAC) by using glass and ceramic waste in 10%, 20%, 30%, 40%, and 50% proportions as a substitute material for quartzite, and samples were produced under low pressure and heat (2.3 bar and 135 ºC). The microstructural properties were investigated by employing scanning electron microscopy (SEM) analysis. Unit weight, porosity, water absorption, ultrasonic wave velocity, compressive strength, and thermal conductivity parameters were experimentally investigated and compared to a control sample produced without waste. Test results showed that waste addition leads to decreasing porosity, water absorption, and increasing unit weight. Additionally, uniaxial compressive strength, thermal conductivity, and ultrasonic wave velocity values were increased by adding waste. The test results showed that glass and ceramic waste can be used as a quartzite sand replacement in the production of AAC and the optimum replacement proportions for the waste materials was 10%.
Glass waste ceramic waste autoclaved aerated concrete lightweight concrete
FDK-2018-1133
This study aimed to produce autoclaved aerated concrete (AAC) by using glass and ceramic waste in 10%, 20%, 30%, 40%, and 50% proportions as a substitute material for quartzite, and samples were produced under low pressure and heat (2.3 bar and 135 ºC). The microstructural properties were investigated by employing scanning electron microscopy (SEM) analysis. Unit weight, porosity, water absorption, ultrasonic wave velocity, compressive strength, and thermal conductivity parameters were experimentally investigated and compared to a control sample produced without waste. Test results showed that waste addition leads to decreasing porosity, water absorption, and increasing unit weight. Additionally, uniaxial compressive strength, thermal conductivity, and ultrasonic wave velocity values were increased by adding waste. The test results showed that glass and ceramic waste can be used as a quartzite sand replacement in the production of AAC and the optimum replacement proportions for the waste materials was 10%.
Glass waste ceramic waste autoclaved aerated concrete lightweight concrete mechanical properties
İnönü Üniversitesi Bilimsel Araştırma Projeleri Koordinasyon Birimi
FDK-2018-1133
The study was supported by Inönü University Scientific Research Project Coordination Unit under the project number FDK-2018-1133. This support is gratefully acknowledged.
Birincil Dil | İngilizce |
---|---|
Konular | Endüstriyel Hammaddeler, Kaya Mekaniği ve Tahkimat |
Bölüm | Makaleler |
Yazarlar | |
Proje Numarası | FDK-2018-1133 |
Erken Görünüm Tarihi | 30 Haziran 2024 |
Yayımlanma Tarihi | 30 Haziran 2024 |
Gönderilme Tarihi | 19 Ocak 2024 |
Kabul Tarihi | 4 Mart 2024 |
Yayımlandığı Sayı | Yıl 2024 |