James J, Arthi C, Balaji G, Chandraleka N, Naveen Kumar R H M
Sri Sivasubramaniya Nadar College of Engineering, Kalavakkam, Chennai, 603110 India.
Tagore Engineering College, Rathinamangalam, Chennai, 600127 India.
Int J Environ Sci Technol (Tehran). 2022;19(9):8969-8978. doi: 10.1007/s13762-021-03618-2. Epub 2021 Aug 30.
This study investigates the potential of a blended binder formulated from two industrial solid wastes viz. phosphogypsum and fly ash in combination with lime. Three mix proportions of phosphogypsum and fly ash were investigated, and the minimum lime contents required for activation were determined using the Eades and Grim pH test. The lime-fly ash-phosphogypsum blends were then cast into cubes, both in their paste form as well as mortar form, mixed with sand in the ratio of 1:3. They were cured for a period of seven days, and afterwards, their compressive strength was determined. Ordinary Portland cement and lime mortar blocks were also cast as control specimens for comparative evaluation of the strength. The optimal lime-fly ash-phosphogypsum blend was identified and used to construct a masonry prism, and the strengths of the masonry prisms were also evaluated. The optimal lime-fly ash-phosphogypsum blend mortar was also subjected to an X-ray diffraction analysis to determine the reaction products formed during hydration. The study revealed that 5% lime mixed with fly ash:phosphogypsum in the ratio of 3:1 was the optimal proportion which gave the maximum strength to the cubes. The optimal lime-fly ash-phosphogypsum blend mortar developed strength that was higher than conventional Portland cement and lime mortar. The optimal lime-fly ash-phosphogypsum blend mortar masonry prisms developed strength that was comparable to that of Portland cement mortar masonry. The X-ray diffraction analysis revealed the formation of calcium silicate hydrate minerals as well as ettringite and portlandite which were responsible for strength gain.
本研究调查了一种由两种工业固体废物即磷石膏和粉煤灰与石灰混合而成的粘结剂的潜力。研究了磷石膏和粉煤灰的三种混合比例,并使用伊兹和格里姆pH值测试确定了活化所需的最低石灰含量。然后将石灰-粉煤灰-磷石膏混合物制成立方体,既有浆体形式也有砂浆形式,按1:3的比例与沙子混合。养护7天,之后测定其抗压强度。普通硅酸盐水泥和石灰砂浆块也作为对照试件浇筑,用于强度的对比评估。确定了最佳的石灰-粉煤灰-磷石膏混合物,并用于建造砌体棱柱体,还评估了砌体棱柱体的强度。对最佳的石灰-粉煤灰-磷石膏混合砂浆进行了X射线衍射分析,以确定水化过程中形成的反应产物。研究表明,5%的石灰与粉煤灰和磷石膏按3:1的比例混合是使立方体强度最大的最佳比例。最佳的石灰-粉煤灰-磷石膏混合砂浆的强度高于传统的硅酸盐水泥和石灰砂浆。最佳的石灰-粉煤灰-磷石膏混合砂浆砌体棱柱体的强度与硅酸盐水泥砂浆砌体的强度相当。X射线衍射分析揭示了硅酸钙水合物矿物以及钙矾石和氢氧化钙的形成,这些物质导致了强度的增加。