Durability of alkali-activated concretes containing cement kiln by-pass dust

Bílek, Vlastimil; Kalina, Lukáš; Khestl, Filip; Palovčík, Jakub; Šimonová, Hana

doi:10.1088/1757-899x/1039/1/012012

Cited by 1 publication

(3 citation statements)

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“…The strength with 6% Na 2 O reached about 57 MPa after 28 days and the mixture with 4% Na 2 O reached a strength of about 43 MPa. Flexural strengths were in the range of 6–7 MPa after 28 days of maturation [ 42 ].…”

Section: Resultsmentioning

confidence: 99%

“…The highest strength was also achieved for the mixtures with the lowest activator dose after 28 days. The authors in [42] studied the effect of CBPD on alkali-activated blast furnace granulated slag-based materials. Two mixtures with different amounts of sodium oxide (4 and 6)% were monitored.…”

Section: Determination Of Basic Physical-mechanical Propertiesmentioning

confidence: 99%

“…On the The authors in ref. [42] studied the effect of CBPD on alkali-activated blast furnace granulated slag-based materials. Two mixtures with different amounts of sodium oxide (4 and 6)% were monitored.…”

Section: Determination Of Basic Physical-mechanical Propertiesmentioning

confidence: 99%

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Effect of Admixtures on Durability and Physical-Mechanical Properties of Alkali-Activated Materials

2022

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The results of ground granulated blast furnace slag (GGBS) tests in alkali-activated systems show that, with its use, it is possible to produce promising materials with the required properties. Unfortunately, GGBS is becoming a scarce commodity on the market, so the effort is to partially replace its volume in these materials with other secondary materials, while maintaining the original properties. This paper focuses on a comparison of two basic types of mixtures. The first mixture was prepared only from ground granulated blast furnace slag (GGBS) and the second type of mixture was prepared with admixtures, where the admixtures formed a total of 30% (15% of the replacement was fly ash after denitrification—FA, and 15% of the replacement was cement by-pass dust—CBPD). These mixtures were prepared with varying amounts of activator and tested. The experiment monitored the development of strength over time and the influence of different types of aggressive environments on the strength characteristics. Thermal analysis and FTIR were used in the experiment to determine the degradation products. The paper provides an interesting comparison of the resistance results of different composites in aggressive environments and at the same time an evaluation of the behavior of individual mixtures in different types of aggressive environment. After 28 days of maturation, the highest strengths were obtained with mixtures with the lowest doses of activator. The difference in these compressive strengths was around 25% in favor of the mixtures with only GGBS; in the case of flexural strength, this difference was around 23%. The largest decreases in strength were achieved in the XA3 environment. This environment contains the highest concentration of sulfate ions according to the EN 206-1 standard. The decreases in compressive strength were 40–45%, compared to the same old reference series. The surface degraded due to sulfate ions. Calcium sulphate dihydrate was identified by FTIR, thermal analysis and SEM as a degradation product.

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Section: Resultsmentioning

confidence: 99%

Section: Determination Of Basic Physical-mechanical Propertiesmentioning

confidence: 99%