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Journal ArticleDOI

Assessment of pozzolanic activity of different calcined clays

TLDR
In this paper, four test methods for assessment the pozzolanic activity on seven calcined clays (five kaolinites and two bentonites) were analyzed, and two direct tests (Frattini and saturated lime) and two indirect tests (strength activity index and electrical conductivity).
Abstract
The pozzolanic activity of calcined clays depends on the type and amount of clayed minerals, the nature and amount of impurities, the thermal treatment used for its activation and the specific surface obtained after calcination. In this paper, four test methods for assessment the pozzolanic activity on seven calcined clays (five kaolinites and two bentonites) were analyzed. Natural clays were calcined and investigated by two direct tests (Frattini and saturated lime) and two indirect tests (strength activity index and electrical conductivity). Frattini test and the strength activity index (SAI) were found to be the most accurate and reliable methods to assess pozzolanic activity over time. Frattini test evaluates accurately the calcium hydroxide (CH) consumption by pozzolanic reaction, and SAI test discriminates the real contribution of pozzolanic reaction to densification of microstructure. The electrical conductivity (EC) and the lime consumption (LC) tests evaluate the ability of pozzolanic material to fix CH during the first time of contact and their results are correlated with the specific surface of calcined clay.

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Citations
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Journal ArticleDOI

Recent advances in understanding the role of supplementary cementitious materials in concrete

TL;DR: A review of the advances in knowledge provided by research in these areas can be found in this paper, emphasizing the impact of the research on the field and emphasizing the benefits of these advances.
Journal ArticleDOI

Reactivity of supplementary cementitious materials (SCMs) in cement blends

TL;DR: In this paper, the authors review recent progress in the description and understanding of the reactivity of SCMs and their impact on Portland clinker hydration, as well as recent work studying the impact of common SCMs on hydration and microstructure of blended cements.
Journal ArticleDOI

Development of a new rapid, relevant and reliable (R3) test method to evaluate the pozzolanic reactivity of calcined kaolinitic clays

TL;DR: In this paper, the authors introduced a new rapid, relevant and reliable (R 3 ) test to predict the pozzolanic activity of calcined clays with kaolinite contents ranging from 0 to 95%.
Journal ArticleDOI

Investigation of the calcined kaolinite content on the hydration of Limestone Calcined Clay Cement (LC3)

TL;DR: In this paper, the influence of the calcined kaolinite content of calcined clays on the hydration of Limestone Calcined Clay Cements containing 50% of clinker (LC3-50) was investigated.
Journal ArticleDOI

Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3)

TL;DR: In this paper, the potential of Limestone Calcined Clay Cement (LC3) for use in structural concrete in comparison with Ordinary Portland Cement and fly ash based blended cement (FA30) was described.
References
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Book

Concrete: Microstructure, Properties, and Materials

TL;DR: Concrete: Microstructure, Properties, and Materials as mentioned in this paper provides complete details on the microstructure-property relationship approach to provide scientific explanation for the strength and durability of concrete.
Book

Lea's chemistry of cement and concrete

P. C. Hewlett, +1 more
TL;DR: The history of calcareous cements and Portland cements can be found in this paper, where the structure and cementing qualities of cement compounds the constitution of Portland cement, the burning of Portland Cement, the hydration of PortlandCement, resistance of concrete to natural destructive agencies physical and mechanical properties of Portland cement pozzolanas and pozzolanic cements cements made from blast furnace slag high alumina cement some special cements, and cement properties cement admixtures concrete aggregates.
Journal ArticleDOI

Metakaolin and calcined clays as pozzolans for concrete: a review

TL;DR: The use of metakaolin (MK) as a pozzolanic material for mortar and concrete has received considerable attention in recent years as mentioned in this paper, which is part of the widely spread attention directed towards the utilisation of wastes and industrial by-products in order to minimise Portland cement consumption, the manufacture of which being environmentally damaging.
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