Self-Cleaning Performance of Basalt Fiber–Reinforced GGBS-Based Geopolymer Mortar Containing Nano TiO2Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008::page 04024205-1DOI: 10.1061/JMCEE7.MTENG-17155Publisher: American Society of Civil Engineers
Abstract: This study examined the self-cleaning and mechanical properties of basalt fiber–reinforced ground granulated blast furnace slag (GGBS)-based geopolymer mortar containing nano TiO2. The nano TiO2 and basalt fiber in mixtures were used at 0%, 0.25%, 0.5%, and 1% by weight of GGBS. The cubes (50×50×50 mm) and prisms (40×40×160 mm) samples containing nano TiO2 and basalt fiber were produced and cured in the oven for 24 h at 60°C. Then, these samples were kept at room temperature at 23°C±2°C for 28 days. Lastly, the compressive strength, flexural strength, ultrasonic pulse velocity, capillary water absorption, and self-cleaning tests of GGBS-based geopolymer mortars were carried out. In this study, the Rhodamine-B test was used to determine self-cleaning. This study showed that the compressive strength, flexural strength, and ultrasonic pulse velocity values of the GGBS-based geopolymer mortars increased as the nano TiO2 and basalt fiber ratios increased, but their capillary water absorption coefficient decreased. Also, this study found that the self-cleaning rate of GGBS-based geopolymer mortars containing 1% nano TiO2 was obtained as 50.62% at 28 days.
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| contributor author | Harun Tanyildizi | |
| contributor author | Atilla Yilmaz | |
| contributor author | Volkan Açik | |
| contributor author | Kadir Demirelli | |
| date accessioned | 2024-12-24T10:34:49Z | |
| date available | 2024-12-24T10:34:49Z | |
| date copyright | 8/1/2024 12:00:00 AM | |
| date issued | 2024 | |
| identifier other | JMCEE7.MTENG-17155.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4299186 | |
| description abstract | This study examined the self-cleaning and mechanical properties of basalt fiber–reinforced ground granulated blast furnace slag (GGBS)-based geopolymer mortar containing nano TiO2. The nano TiO2 and basalt fiber in mixtures were used at 0%, 0.25%, 0.5%, and 1% by weight of GGBS. The cubes (50×50×50 mm) and prisms (40×40×160 mm) samples containing nano TiO2 and basalt fiber were produced and cured in the oven for 24 h at 60°C. Then, these samples were kept at room temperature at 23°C±2°C for 28 days. Lastly, the compressive strength, flexural strength, ultrasonic pulse velocity, capillary water absorption, and self-cleaning tests of GGBS-based geopolymer mortars were carried out. In this study, the Rhodamine-B test was used to determine self-cleaning. This study showed that the compressive strength, flexural strength, and ultrasonic pulse velocity values of the GGBS-based geopolymer mortars increased as the nano TiO2 and basalt fiber ratios increased, but their capillary water absorption coefficient decreased. Also, this study found that the self-cleaning rate of GGBS-based geopolymer mortars containing 1% nano TiO2 was obtained as 50.62% at 28 days. | |
| publisher | American Society of Civil Engineers | |
| title | Self-Cleaning Performance of Basalt Fiber–Reinforced GGBS-Based Geopolymer Mortar Containing Nano TiO2 | |
| type | Journal Article | |
| journal volume | 36 | |
| journal issue | 8 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/JMCEE7.MTENG-17155 | |
| journal fristpage | 04024205-1 | |
| journal lastpage | 04024205-12 | |
| page | 12 | |
| tree | Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 008 | |
| contenttype | Fulltext |