Samuel Sunday Ogunsola, A. Adelodun, M. B. Ogundiran
{"title":"在煅烧粘土基土工聚合物中稳定植物积累灰中的铅、铜和锌及其潜在应用","authors":"Samuel Sunday Ogunsola, A. Adelodun, M. B. Ogundiran","doi":"10.53623/tasp.v4i1.398","DOIUrl":null,"url":null,"abstract":"Following phytoremediation, the disposal of accumulating plants (phytoaccumulators) is challenging because the accumulated metals could leach back into the soil if not properly managed. Therefore, this study aims to use calcined clay (CC)-based geopolymer to stabilize Pb, Cu, and Zn in a phytoaccumulator (Sporobolus pyramidalis) ash (PA). Additionally, the effect of adding PA on the setting time, mechanical and heavy metals leaching properties of the geopolymers was investigated, to determine their environmental suitability and potential applications. Mixed proportions of CC (85-100%) and PA (5% - 15%) were used to produce geopolymers, using 8 M NaOH/Na2SiO3 (1:1) as an alkaline activator. The geopolymers were cured for 7 and 28 days at ambient temperatures. Thermograms showed the dehydroxylation of kaolinite at 450-650 °C. X-ray flourescene (XRF) analysis showed CC’s predominant oxides as SiO2 (53.1%) and Al2O3 (41.4%), while PA exhibited SiO2 (46.6%), CaO (13.8%), PbO (1.30%), ZnO (0.28%), and CuO (0.04%). Thermal treatment eliminated most FTIR bands associated with kaolinite, converting crystalline kaolinite into amorphous metakaolinite. Geopolymer setting time ranged from 75 min (100% CC) to 111 min (85% CC). Furthermore, elevated Cao content in the PA resulted in the geopolymer’s early strength development. However, the compressive strength decreased as PA quantity increased, with 95% CC-PA exhibiting maximum strength (22.5 ± 0.2 MPa) after 28 days. Further tests confirmed that 95% and 90% CC-PA geopolymer effectively stabilized Pb and Cu. Fabricated geopolymers met the ASTM (C62-17) Specification Standard for building brick, indicating their suitability as a waste-based construction material under controlled conditions.","PeriodicalId":23323,"journal":{"name":"Tropical Aquatic and Soil Pollution","volume":"4 10","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-04-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Stabilization of Pb, Cu, and Zn in Phytoaccumulator Ash in Calcined Clay-based Geopolymers and Potential Application\",\"authors\":\"Samuel Sunday Ogunsola, A. Adelodun, M. B. Ogundiran\",\"doi\":\"10.53623/tasp.v4i1.398\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Following phytoremediation, the disposal of accumulating plants (phytoaccumulators) is challenging because the accumulated metals could leach back into the soil if not properly managed. 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引用次数: 0
摘要
植物修复后,如何处理累积的植物(植物累积剂)是一项挑战,因为如果管理不当,累积的金属可能会渗回土壤。因此,本研究旨在使用基于煅烧粘土(CC)的土工聚合物来稳定植物蓄积剂(Sporobolus pyramidalis)灰烬(PA)中的铅、铜和锌。此外,还研究了添加 PA 对土工聚合物的凝结时间、机械性能和重金属浸出性能的影响,以确定其环境适应性和潜在应用。使用 8 M NaOH/Na2SiO3 (1:1) 作为碱性活化剂,按 CC(85%-100%)和 PA(5%-15%)的混合比例生产土工聚合物。土工聚合物在环境温度下分别固化了 7 天和 28 天。热图显示,高岭石在 450-650 °C时发生了脱羟基反应。X 射线荧光光谱(XRF)分析表明,CC 的主要氧化物为二氧化硅(53.1%)和氧化铝(41.4%),而 PA 的主要氧化物为二氧化硅(46.6%)、氧化钙(13.8%)、氧化铅(1.30%)、氧化锌(0.28%)和氧化铜(0.04%)。热处理消除了大部分与高岭石有关的傅立叶变换红外波段,将结晶高岭石转化为无定形偏高岭石。土工聚合物的凝结时间从 75 分钟(100% CC)到 111 分钟(85% CC)不等。此外,PA 中 Cao 含量的升高会导致土工聚合物早期强度的发展。然而,抗压强度随着 PA 含量的增加而降低,95% CC-PA 在 28 天后表现出最大强度(22.5 ± 0.2 兆帕)。进一步的测试证实,95% 和 90% CC-PA 土工聚合物能有效稳定铅和铜。制成的土工聚合物符合 ASTM(C62-17)建筑用砖规范标准,表明它们适合在受控条件下用作废物建筑材料。
Stabilization of Pb, Cu, and Zn in Phytoaccumulator Ash in Calcined Clay-based Geopolymers and Potential Application
Following phytoremediation, the disposal of accumulating plants (phytoaccumulators) is challenging because the accumulated metals could leach back into the soil if not properly managed. Therefore, this study aims to use calcined clay (CC)-based geopolymer to stabilize Pb, Cu, and Zn in a phytoaccumulator (Sporobolus pyramidalis) ash (PA). Additionally, the effect of adding PA on the setting time, mechanical and heavy metals leaching properties of the geopolymers was investigated, to determine their environmental suitability and potential applications. Mixed proportions of CC (85-100%) and PA (5% - 15%) were used to produce geopolymers, using 8 M NaOH/Na2SiO3 (1:1) as an alkaline activator. The geopolymers were cured for 7 and 28 days at ambient temperatures. Thermograms showed the dehydroxylation of kaolinite at 450-650 °C. X-ray flourescene (XRF) analysis showed CC’s predominant oxides as SiO2 (53.1%) and Al2O3 (41.4%), while PA exhibited SiO2 (46.6%), CaO (13.8%), PbO (1.30%), ZnO (0.28%), and CuO (0.04%). Thermal treatment eliminated most FTIR bands associated with kaolinite, converting crystalline kaolinite into amorphous metakaolinite. Geopolymer setting time ranged from 75 min (100% CC) to 111 min (85% CC). Furthermore, elevated Cao content in the PA resulted in the geopolymer’s early strength development. However, the compressive strength decreased as PA quantity increased, with 95% CC-PA exhibiting maximum strength (22.5 ± 0.2 MPa) after 28 days. Further tests confirmed that 95% and 90% CC-PA geopolymer effectively stabilized Pb and Cu. Fabricated geopolymers met the ASTM (C62-17) Specification Standard for building brick, indicating their suitability as a waste-based construction material under controlled conditions.