ISSN 0862-5468 (Print), ISSN 1804-5847 (online) 

Ceramics-Silikáty 68, (1) 14 - 23 (2024)


THE EFFECT OF POZZOLANIC WASTE AS CEMENT SUBSTITUTE ON THE PROPERTIES OF CEMENT MORTAR AND RESISTANCE TO ALKALI-SILICA REACTION
 
Nagrockiene Džigita 1, Rutkauskas Aurimas 1, Vaičekauskiene Vilma 2, Jarmolajeva Ela 1
 
1 Vilnius Gediminas Technical University, Sauletekio av. 11, Vilnius, LT-10223, Lithuania
2 Klaipedos valstybine kolegija /Higher Education Institution, Jaunystes str. 1, Klaipeda, LT-91223, Lithuania

Keywords: Pozzolanic waste, Wood fly ash, Ground glass, Alkali-silica reaction, Cement mortar, Compressive strength, Expansion
 

The article analyses the effect of pozzolanic waste on the properties of cement mortar. Seven batches of specimens were made for the tests: control specimens without any pozzolanic waste, three batches of specimens where cement was replaced with 5%, 10%, and 15% of wood fly ash, and three batches of specimens where cement was replaced with 5%, 10%, and 15% of ground glass. The replacement of 5% of cement with pozzolanic waste in the mix increased the density, the ultrasonic pulse velocity, compressive and flexural strengths of the mortar. A further increase of pozzolanic waste content degraded the values of physical and mechanical properties, as the lower amount of cement did not ensure a strong bond between the aggregate and the cement matrix. The alkali-silica reaction tests revealed that the expansion of the specimens containing 5% of pozzolanic waste as cement replacement does not the permissible limit of 0.1%. With the increase of pozzolanic waste content up to 15%, the expansion of specimens modified with wood fly ash continues decreasing down to the limit of 0.01%, whereas the expansion of the specimens modified with ground glass starts increasing to the limit of 0.05%.


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doi: 10.13168/cs.2024.0001
 
 
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