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Effect Of NanoSiO2 On Sulfate Attack Resistance Of Cement-based Materials

Posted on:2020-12-12Degree:MasterType:Thesis
Country:ChinaCandidate:Z H GuoFull Text:PDF
GTID:2381330578967103Subject:Materials Science and Engineering
Abstract/Summary:PDF Full Text Request
Durability of cement-based materials served in sulfate environments is a big concern because of the devastating effects of sulfate attack.Ordinary,replacement of cement with supplementary cementitious materials?SCMs?was well developed to increase the sulfate attack resistivity of cement-based materials.However,the sulfate attack resistivity would depend on the maturity of the compositional and microstructural properties of the cement-based materials.An improperly development of the properties at early ages will even decrease the sulfate attack resistivity.By taking the advantages of nanoSiO2 on the development of the physiochemical properties of cement-based materials,especially at the early ages,the sulfate attack resistivity of cement-based materials was studied and compared with those of conventional SCMs-added cementitious materials?such as fly ash,ground granulated blast-furnace slag,and silica fume?.Small dosages?1 and 3 wt.%?of NS were added into cementitious materials,and the conventional supplementary cementitious materials?SCMs?,i.e.,silica fume?SF,5 wt.%and10 wt.%?,fly ash?FA,10 wt.%and 30 wt.%?and ground granulated blast-furnace slag?GGBS,10 wt.%and 30 wt.%?at their conventional dosages.Samples were initially standard-cured for 7-and 28-day before curing in 5 wt.%Na2SO4solution.It was found that NS effectively improved the early age properties of cement paste/mortar/concrete,thus leading to the enhanced mechanical property of samples undergoing sulfate attack.At the same time,the volume expansion of cement paste/mortar,as well as the cracking and the enlarge of porosity,in the NS-added sample was greatly reduced and the effect was more pronounced in the 28-day initially cured mortar samples.For the C3S paste/mortar,the strength loss and cracking were significantly reduced with NS-added samples when compared with C and SCMs-added samples.In addition,the addition of NS retarded the procees of sulfate attack on C3S paste/mortar.Work in this study shows NS's potential of improving the sulfate attack resistivity of cement-based materials.This was consistent with the modification of microstructure and hydration products by NS.It provides a basis research to improve the sulfate resistance of cement-based materials of nano-SiO2 by this research,and it is expected to combine nano-SiO2with SCMs to improve the sulfate resistivity of cement-based materials.
Keywords/Search Tags:Sulfate attack resistivity, NanoSiO2, Supplementary cementitious materials, Cement-based materials
PDF Full Text Request
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