Prediction of carbonation using reactivity test methods for pozzolanic materials
Source abstract
Abstract
The influence of the capacity of supplementary cementitious materials (SCMs) to consume portlandite on the carbonation resistance of mortar was investigated. Seven different mineral additives (two types of slag, two types of fly ash, two calcined clays and limestone) were used and their reactivity was measured using isothermal calorimetry, strength index measurements, Chapelle's test and thermogravimetric analysis. Mortar samples were cast by substituting 30% cement by mass with SCMs and their carbonation performance was investigated. The carbonation resistance of cement was found to have no specific correlation with the compressive strength of the mortar cast using it. Different reactivity test methods showed a reasonable correlation between the reactivity of the non-hydraulic SCM and the carbonation resistance of the cement containing that SCM. The performance of different cement binders under carbonation was found to be influenced by the alkaline content and compressive strength collectively.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Innovative concrete reinforcement materials · Building materials and conservation
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
PhD student, Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India (corresponding author: )
PhD student, Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India
Associate Professor, Department of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, India
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