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Open AccessJournal ArticleDOI

The Influence of Dry Hydrated Limes on the Fresh and Hardened Properties of Architectural Injection Grout.

Andreja Padovnik, +1 more
- 26 Sep 2021 - 
- Vol. 14, Iss: 19, pp 5585
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TLDR
In this paper, the authors compared the influences of three commercially available dry hydrated limes on the injection grouts' workability and mechanical properties and found that the lime injection grout properties were higher in relation to an increase in the content of portlandite and the Blaine specific surface area of the dry hydrate.
Abstract
Dry hydrated lime is an air binder often used in architectural injection grouts. This study compared the influences of three commercially available dry hydrated limes on the injection grouts’ workability and mechanical properties. The main differences between the limes were in their chemical and mineralogical composition and Blaine specific surface area. The grouts were composed of dry hydrated lime, finely ground limestone filler, water, and super plasticiser. Subsequent results obtained revealed that the Blaine specific surface area is not directly related to the fresh grout properties. Grain size distribution and shape of lime particles and their aggregates in the water suspension are key parameters influencing the following fresh grout properties: fluidity, injectability, the mixture’s stability, and water retention capacity. However, the lime injection grouts’ mechanical strengths were higher in relation to an increase in the content of portlandite and the Blaine specific surface area of the dry hydrate.

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Citations
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Lime based concrete and mortar enhanced with pozzolanic materials – State of art

TL;DR: In this article , the use of lime-based binders in concrete and mortar for building and restoration applications is discussed in general terms, including fresh, mechanical, microstructural, and durability properties are the ones that are reported in this study.
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Early Age Properties of Hydraulic Lime Mortar Prepared Using Heavy Metal Contaminated Aggregate

TL;DR: In this paper , the influence of heavy metal contaminated aggregate on the early strength of hydraulic lime mortar was studied through microstructure development recorded using transmission ultrasound technique and tensile and compressive strength after 1, 3 and 7 days.
References
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Journal ArticleDOI

Capillary transport in mortars and concrete

TL;DR: In this paper, a study concerning capillary transport of water in concretes and mortars as a function of water/cement ratio, sand size distribution, and curing is presented.
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Masonry repair lime-based mortars: factors affecting the mechanical behavior

TL;DR: In this paper, the effect of technological variables on pore structure and mechanical properties of lime-based mortars was discussed, including the influence of curing time, binder-aggregate (B/Ag) ratio, aggregate attributes and porosity.
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Carbonation reaction of lime, kinetics at ambient temperature

TL;DR: In this article, a closed loop system has been developed and validated that allows measurement of the carbonation progress directly from monitoring CO 2 uptake, and the results of this study contribute to research carried out on lime mortar carbonation models and on carbonation process in general.
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Lime Mortars for the Conservation of Historic Buildings

TL;DR: Awareness of the need for compatible materials for the preservation of the architectural heritage has resulted in the revival of lime-based mortar technology and applications as discussed by the authors, however, knowledge of knowledge of...
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Nanostructure and irreversible colloidal behavior of Ca(OH)2: implications in cultural heritage conservation.

TL;DR: The observed irreversible colloidal behavior associated with drying of Ca(OH)2 dispersions has important implications in heritage conservation, particularly considering that nowadays hydrated lime is often the preferred alternative to portland cement in architectural heritage conservation.
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