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contributor authorVafaei Mostafa;Allahverdi Ali
date accessioned2019-02-26T07:46:10Z
date available2019-02-26T07:46:10Z
date issued2018
identifier other%28ASCE%29MT.1943-5533.0002321.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249236
description abstractThis paper focuses on the production of high-strength geopolymer binder by alkali activation of binary mix of fly ash and calcium aluminate cement (CAC). The fly ash was partially replaced with CAC (8, 16, and 24%) to increase the reactive phases of source materials, and the resulting blends were activated by aqueous solution of NaOH and sodium silicate with different Na2O contents and SiO2/Na2O ratios and were cured hydrothermally at 95°C for 2 h. The compressive strength of the geopolymer mortar increased up to 59 MPa by optimizing the process parameters. The optimized geopolymer specimens were then immersed in HCl and H2SO4 solutions (pH=1) for 6 months to monitor changes in the physical and mechanical properties of the mortars. These experiments were repeated with Portland cement and high alumina cement mortars as control specimens. Microstructural and characterization tools were also employed to examine the compositional and microstructural changes of the geopolymer paste. The findings showed the superior performance of geopolymer mortar against both acidic solutions compared to the control mortars due to the more stable cross-linked aluminosilicate structure formed in the geopolymer samples. XRD studies also revealed that gypsum is the dominant product in the geopolymer sample exposed to sulfuric acid as a result of reaction between calcium compounds and sulfate ions.
publisherAmerican Society of Civil Engineers
titleAcid-Resistant Geopolymer Based on Fly Ash–Calcium Aluminate Cement
typeJournal Paper
journal volume30
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002321
page4018143
treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 007
contenttypeFulltext


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