journal article·2014-04

Influence of carbonated pozzolana on sulfate attack of cement stone at low temperatures

Rimvydas Kaminskas, Donata Drapanauskaite, Irmantas Barauskas

Advances in Cement Research· Volume 26· Issue 2
Publisher page

Abstract

This study investigates the influence of natural pozzolana (opoka) additive on the sulfate attack process of Portland cement stone at low temperatures. In the samples, 5%, 15% and 25% (by weight) of the Portland cement is replaced with additive. The specimens are then hardened for 28 days in water and then soaked in a 5% sodium sulfate (Na2SO4) solution for 6 months at 4°C. It is estimated that under normal conditions, opoka decreases the compressive strength of cement stone. A decrease in strength is the result of the slow pozzolanic reaction; moreover, part of the pozzolana carbonate component acts as an inert filler. In this study, however, pozzolana additive increased the compressive strength of samples after treatment for 3 months in a 5% sodium sulfate solution at 4°C. This effect is related to the ongoing pozzolanic reaction and the formation of a greater amount of calcium silicate hydrates. With increasing maintenance of samples for up to 6 months in a 5% sodium sulfate solution, it is found that pozzolana promotes the formation of thaumasite. This process is initiated by calcite, which is an integral part of pozzolana, and there is a greater formation of calcium silicate hydrates in samples with opoka.
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Research context

OpenAlex topics: Concrete and Cement Materials Research · Fire effects on concrete materials · Microbial Applications in Construction Materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Department of Silicate Technology, Chemical Technology Faculty, Kaunas University of Technology, Kaunas, Lithuania

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