{"title":"水玻璃和氢氧化钠活化的矿渣颗粒与粉煤灰基地聚合物的组成:基于响应面法的多响应优化","authors":"Hoang-Quan Dinh, Thanh B Nguyen","doi":"10.31276/VJSTE.63(1).21-29","DOIUrl":null,"url":null,"abstract":": Geopolymers are a class of new binder manufactured by activating aluminosilicate source materials in a highly alkaline medium. This binder is considered “environmentally friendly” due to the recycling of industrial waste sources such as fly ash and blast furnace slag. However, in order to be widely used, this binder has to ensure both quality and economic efficiency. This paper focuses on the optimization of the composition of ground granulated blast-furnace slag and fly ash-based geopolymers activated by sodium silicate and sodium hydroxide solutions. Statistical models are developed to predict the compressive strength and cost of 1 ton of binder using Response Surface Methodology (RSM). In this regard, the effects of three principal variables (%Na 2 O, M s and %GGBS) were investigated in which: %Na 2 O - mass ratio of Na 2 O in the alkali-activated solution and total solids; M s mass ratio of SiO 2 and Na 2 O in the activated solution; %GGBS - mass ratio of ground granulated blast-furnace slag (GGBS), and total binder. Quadratic models were proposed to correlate the independent variables for the 28-d compressive strength and cost of 1 ton of binder by using the Central Composite Design (CCD) method. The study reveals that M s has a minor effect on the strength of mortar in comparison with %Na 2 O and %GGBS. The optimized mixture proportions were assessed using the multi-objective optimization technique. The optimal values found were %Na 2 O=5.18%, M s =1.16, and %GGBS=50%, with the goals of maximum compressive strength, the largest amount of fly ash, and reasonable cost for one ton of binder. The experimental results show that the compressive strength of the samples ranged between 62.95-63.54 MPa and were consistent with the optimized results (the variation between the predicted and the experimental results was obtained less than 5%).","PeriodicalId":23548,"journal":{"name":"Vietnam Journal of Science, Technology and Engineering","volume":"1 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2021-03-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Composition of ground granulated blast-furnace slag and fly ash-based geopolymer activated by sodium silicate and sodium hydroxide solution: multi-response optimization using Response Surface Methodology\",\"authors\":\"Hoang-Quan Dinh, Thanh B Nguyen\",\"doi\":\"10.31276/VJSTE.63(1).21-29\",\"DOIUrl\":null,\"url\":null,\"abstract\":\": Geopolymers are a class of new binder manufactured by activating aluminosilicate source materials in a highly alkaline medium. This binder is considered “environmentally friendly” due to the recycling of industrial waste sources such as fly ash and blast furnace slag. However, in order to be widely used, this binder has to ensure both quality and economic efficiency. This paper focuses on the optimization of the composition of ground granulated blast-furnace slag and fly ash-based geopolymers activated by sodium silicate and sodium hydroxide solutions. Statistical models are developed to predict the compressive strength and cost of 1 ton of binder using Response Surface Methodology (RSM). In this regard, the effects of three principal variables (%Na 2 O, M s and %GGBS) were investigated in which: %Na 2 O - mass ratio of Na 2 O in the alkali-activated solution and total solids; M s mass ratio of SiO 2 and Na 2 O in the activated solution; %GGBS - mass ratio of ground granulated blast-furnace slag (GGBS), and total binder. Quadratic models were proposed to correlate the independent variables for the 28-d compressive strength and cost of 1 ton of binder by using the Central Composite Design (CCD) method. The study reveals that M s has a minor effect on the strength of mortar in comparison with %Na 2 O and %GGBS. The optimized mixture proportions were assessed using the multi-objective optimization technique. The optimal values found were %Na 2 O=5.18%, M s =1.16, and %GGBS=50%, with the goals of maximum compressive strength, the largest amount of fly ash, and reasonable cost for one ton of binder. The experimental results show that the compressive strength of the samples ranged between 62.95-63.54 MPa and were consistent with the optimized results (the variation between the predicted and the experimental results was obtained less than 5%).\",\"PeriodicalId\":23548,\"journal\":{\"name\":\"Vietnam Journal of Science, Technology and Engineering\",\"volume\":\"1 1\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-03-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Vietnam Journal of Science, Technology and Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.31276/VJSTE.63(1).21-29\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Vietnam Journal of Science, Technology and Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.31276/VJSTE.63(1).21-29","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
地聚合物是一类通过在高碱性介质中活化铝硅酸盐源材料而制成的新型粘合剂。这种粘合剂被认为是“环保的”,因为它可以回收粉煤灰和高炉炉渣等工业废料。然而,为了得到广泛的应用,这种粘合剂必须保证质量和经济效益。本文主要研究了以水玻璃和氢氧化钠溶液为活化剂的磨粒高炉矿渣和粉煤灰基地聚合物的组成优化。利用响应面法(RSM)建立了预测1吨粘结剂抗压强度和成本的统计模型。在这方面,研究了三个主要变量(%Na 2o, M s和%GGBS)的影响,其中:%Na 2o -碱活化溶液中Na 2o与总固体的质量比;活化溶液中sio2与na2o的质量比;%GGBS -粉状高炉矿渣(GGBS)与总粘结剂的质量比。采用中心复合设计(CCD)方法,建立了1吨粘结剂28 d抗压强度与成本自变量的二次模型。研究表明,与% na2o和%GGBS相比,ms对砂浆强度的影响较小。采用多目标优化技术对优化后的混合比例进行了评价。以最大抗压强度、最大粉煤灰掺量和合理的吨粘结剂成本为目标,优选出最佳掺量为% na2o =5.18%, M s =1.16, %GGBS=50%。试验结果表明,试样的抗压强度范围在62.95 ~ 63.54 MPa之间,与优化结果基本一致(预测结果与试验结果相差小于5%)。
Composition of ground granulated blast-furnace slag and fly ash-based geopolymer activated by sodium silicate and sodium hydroxide solution: multi-response optimization using Response Surface Methodology
: Geopolymers are a class of new binder manufactured by activating aluminosilicate source materials in a highly alkaline medium. This binder is considered “environmentally friendly” due to the recycling of industrial waste sources such as fly ash and blast furnace slag. However, in order to be widely used, this binder has to ensure both quality and economic efficiency. This paper focuses on the optimization of the composition of ground granulated blast-furnace slag and fly ash-based geopolymers activated by sodium silicate and sodium hydroxide solutions. Statistical models are developed to predict the compressive strength and cost of 1 ton of binder using Response Surface Methodology (RSM). In this regard, the effects of three principal variables (%Na 2 O, M s and %GGBS) were investigated in which: %Na 2 O - mass ratio of Na 2 O in the alkali-activated solution and total solids; M s mass ratio of SiO 2 and Na 2 O in the activated solution; %GGBS - mass ratio of ground granulated blast-furnace slag (GGBS), and total binder. Quadratic models were proposed to correlate the independent variables for the 28-d compressive strength and cost of 1 ton of binder by using the Central Composite Design (CCD) method. The study reveals that M s has a minor effect on the strength of mortar in comparison with %Na 2 O and %GGBS. The optimized mixture proportions were assessed using the multi-objective optimization technique. The optimal values found were %Na 2 O=5.18%, M s =1.16, and %GGBS=50%, with the goals of maximum compressive strength, the largest amount of fly ash, and reasonable cost for one ton of binder. The experimental results show that the compressive strength of the samples ranged between 62.95-63.54 MPa and were consistent with the optimized results (the variation between the predicted and the experimental results was obtained less than 5%).