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Experimental study of the feasibility of using calcium carbide residue as an alkaline activator for clay-plant ash geopolymer

机译:用碳化物残留作为粘土灰质地质聚合物碱活性剂的可行性的实验研究

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摘要

The use of cement is gradually limited due to its enormous thermal energy consumption and carbon dioxide emissions. The plant ash and calcium carbide residue, as waste by-products, are adopted in this research for clay plant ash geopolymer. The primary purpose of this research is to evaluate the feasibility of calcium carbide residue as an alkaline activator to improve the engineering properties of clay-plant ash geopolymer. Laboratory tests containing the unconfined compressive strength test, atterberg limits, orthogonal experiment and scanning electron microscope (SEM) tests are carried out and the influence factors include the plant ash contents, calcium carbide residue contents, sodium hydroxide contents and curing time. The experimental results indicate that the calcium carbide residue has a significant effect on unconfined compressive strength of clay-plant ash geopolymer and the strength increases with the increasing calcium carbide residue contents. The strength of clay-plant ash geopolymer also increases with the increase in plant ash content and curing time. The optimal proportion of clay plant ash geopolymer is obtained from orthogonal experiment and it demonstrates that the highest strength of sample is achieved from 16% calcium carbide residue, 13% plant ash and 0.8% sodium hydroxide. The brittle strain softening behavior is observed from the stress-strain curves of clay-plant ash geopolymer. With the addition of plant ash and calcium carbide residue, the liquid limit and plastic limit of clay-plant ash geopolymer both increase and the plasticity index decreases. The microstructure of samples is revealed by scanning electron microscope test and it indicates that the main reason of strength improvement is attributed to the formation of gelling substances such as calcium silicate hydrate and calcium aluminate hydrate. Finally, the stabilization mechanism of calcium carbide residue and plant ash is analyzed and discussed in this study.
机译:由于其巨大的热能消耗和二氧化碳排放,水泥的使用逐渐受到限制。岩土植物灰地质聚合物采用植物灰和碳化物残留物作为废物副产品。本研究的主要目的是评估碳化物残留作为碱性活化剂的可行性,以改善粘土灰质地质聚合物的工程性质。进行了含有不排斥的压缩强度试验,Atterberg限制,正交实验和扫描电子显微镜(SEM)测试的实验室测试,并且影响因子包括植物灰分,碳化物残留含量,氢氧化钠含量和固化时间。实验结果表明,碳化物残留物对粘土 - 植物灰质地质聚合物的非整合抗压强度具有显着影响,并且强度随着碳化物残留含量的增加而增加。粘土植物灰质地质聚合物的强度也随着植物灰分含量的增加而增加。从正交实验中获得粘土植物灰质地质聚合物的最佳比例,并表明样品的最高强度由16%的碳化物残基,13%植物灰和0.8%氢氧化钠实现。从粘土植物灰质地质聚合物的应力 - 应变曲线观察到脆性菌株软化行为。随着植物灰和碳化物残留物的添加,粘土灰酸灰质地质聚合物的液体限制和塑性极限增加,可塑性指数降低。通过扫描电子显微镜测试揭示样品的微观结构,表明强度改善的主要原因是胶凝物质的形成,例如硅酸钙水合物和铝酸钙水合物。最后,分析了碳化物残留物和植物灰的稳定机制,并在本研究中讨论。

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