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Synthesis and characteristics of fly ash and bottom ash based geopolymers-A comparative study

机译:粉煤灰和底灰基地质聚合物的合成及特征-比较研究

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The research was carried out to develop geopolymers mortars and concrete from fly ash and bottom ash and compare the characteristics deriving from either of these products. The mortars were produced by mixing the ashes with sodium silicate and sodium hydroxide as activator solution. After curing and drying, the bulk density, apparent density and porosity, of geopolymer samples were evaluated. The microstructure, phase composition and thermal behavior of geopolymer samples were characterized by scanning electron microscopy, XRD and TGA-DTA analysis respectively. FTIR analysis revealed higher degree of reaction in bottom ash based geopolymer. Mechanical characterization shows, geopolymer processed from fly ash having a compressive strength 61.4 MPa and Young's modulus of 2.9 GPa, whereas bottom ash geopolymer shows a compressive strength up to 55.2 MPa and Young's modulus of 2.8 GPa. The mechanical characterization depicts that bottom ash geopolymers are almost equally viable as fly ash geopolymer. Thermal conductivity analysis reveals that fly ash geopolymer shows lower thermal conductivity of 0.58 W/mK compared to bottom ash geopolymer 0.85 W/mK.
机译:进行了研究,用粉煤灰和底灰开发地聚合物砂浆和混凝土,并比较了这两种产品的特性。通过将骨灰与硅酸钠和氢氧化钠作为活化剂溶液混合来生产砂浆。固化和干燥后,评估地质聚合物样品的堆积密度,表观密度和孔隙率。分别通过扫描电子显微镜,XRD和TGA-DTA分析表征了地质聚合物样品的微观结构,相组成和热行为。 FTIR分析显示底灰基地质聚合物中的反应程度更高。力学特性表明,由粉煤灰加工而成的地聚合物的抗压强度为61.4 MPa,杨氏模量为2.9 GPa,而底灰矿物聚合物显示的抗压强度高达55.2 MPa,杨氏模量为2.8 GPa。机械特性描述底灰土工聚合物几乎与粉煤灰土工聚合物一样具有可行性。导热系数分析表明,粉煤灰地质聚合物的热导率比底灰地质聚合物的0.85 W / mK低,为0.58 W / mK。

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