Effect of Magnetized Water on Self-Compacted Fly Ash-Based Geopolymer ConcreteSource: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010::page 04024324-1Author:H. I. Ahmed
DOI: 10.1061/JMCEE7.MTENG-18286Publisher: American Society of Civil Engineers
Abstract: Chemical activation of geopolymer concrete is critical for improving its performance. The purpose of this research is to improve the chemical activation of self-compacted fly ash-based geopolymer concrete exposed to chlorides using magnetized water. A multicompound activator containing sodium hydroxide (SH) and sodium silicate (SS) was used to activate fly ash. Various SS/SH ratios (1.0–3.0), various molarities of SH (8–16 M), and MW of 1.2 tesla were considered. Slump flow, L-box, v-funnel, compressive strength, chloride profile, and X-ray diffraction approaches were performed. The results confirmed that the optimal concentration of SH increased from 14 M in nonmagnetized concrete to 16 M in magnetized concrete, indicating that MW has a positive impact on the chemical activation and consequently the geopolymerization reaction. Concrete workability decreased as the SH concentration and SS/SH ratio increased. Using an SS/SH ratio of 3.0 results in superior mechanical behavior and increased chloride penetration resistance.
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| contributor author | H. I. Ahmed | |
| date accessioned | 2024-12-24T10:41:40Z | |
| date available | 2024-12-24T10:41:40Z | |
| date copyright | 10/1/2024 12:00:00 AM | |
| date issued | 2024 | |
| identifier other | JMCEE7.MTENG-18286.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4299381 | |
| description abstract | Chemical activation of geopolymer concrete is critical for improving its performance. The purpose of this research is to improve the chemical activation of self-compacted fly ash-based geopolymer concrete exposed to chlorides using magnetized water. A multicompound activator containing sodium hydroxide (SH) and sodium silicate (SS) was used to activate fly ash. Various SS/SH ratios (1.0–3.0), various molarities of SH (8–16 M), and MW of 1.2 tesla were considered. Slump flow, L-box, v-funnel, compressive strength, chloride profile, and X-ray diffraction approaches were performed. The results confirmed that the optimal concentration of SH increased from 14 M in nonmagnetized concrete to 16 M in magnetized concrete, indicating that MW has a positive impact on the chemical activation and consequently the geopolymerization reaction. Concrete workability decreased as the SH concentration and SS/SH ratio increased. Using an SS/SH ratio of 3.0 results in superior mechanical behavior and increased chloride penetration resistance. | |
| publisher | American Society of Civil Engineers | |
| title | Effect of Magnetized Water on Self-Compacted Fly Ash-Based Geopolymer Concrete | |
| type | Journal Article | |
| journal volume | 36 | |
| journal issue | 10 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/JMCEE7.MTENG-18286 | |
| journal fristpage | 04024324-1 | |
| journal lastpage | 04024324-9 | |
| page | 9 | |
| tree | Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 010 | |
| contenttype | Fulltext |