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      Assessment of the Impact of Inaccuracy and Variability of Material and Selected Technological Factors on Physical and Mechanical Properties of Fresh Masonry Mortars and Plasters

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          Abstract

          The article presented the analysis of the impact that various kinds of technological inaccuracies have on the properties of fresh masonry mortars and plasters. Analyzed were the inaccuracies in dosing of mortar components, namely, water, lime, and air-entraining plasticizing admixture (APA) (±10% of mass), and the effect of variable technological conditions, namely, different mixing intensity (fast, slow, normal) and temperature (5 °C, 20 °C, and 35 °C) during first 72 h after mixing. The impact of differences in the properties of cement and aerial (hydrated) lime originating from different manufacturers was also analyzed. The impact of these factors was determined for consistency, density, air content, compressive, and flexural strength. The sensitivity to changes in the analyzed properties was determined by the coefficient of variation. Changes in the dosing of constituents, mixing speed, and temperature adversely affected strength properties. For mortars with APA, these changes exceeded 20% and reached 40%. The greatest impact was evident in the consistency, especially with an excess of APA, where changes ranged from 6% to 80%. The results showed greater resistance of cement-lime mortars to changing selected technological conditions and errors in measuring the amount of ingredients than mortars with air-entraining plasticizing admixture (APA).

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          Use of waste glass as sand in mortar: Part I – Fresh, mechanical and durability properties

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            Phase and morphology evolution of calcium carbonate precipitated by carbonation of hydrated lime

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              Measurement of the Rheological Properties of High Performance Concrete: State of the Art Report

              The rheological or flow properties of concrete in general and of high performance concrete (HPC) in particular, are important because many factors such as ease of placement, consolidation, durability, and strength depend on the flow properties. Concrete that is not properly consolidated may have defects, such as honeycombs, air voids, and aggregate segregation. Such an important performance attribute has triggered the design of numerous test methods. Generally, the flow behavior of concrete approximates that of a Bingham fluid. Therefore, at least two parameters, yield stress and viscosity, are necessary to characterize the flow. Nevertheless, most methods measure only one parameter. Predictions of the flow properties of concrete from its composition or from the properties of its components are not easy. No general model exists, although some attempts have been made. This paper gives an overview of the flow properties of a fluid or a suspension, followed by a critical review of the most commonly used concrete rheology tests. Particular attention is given to tests that could be used for HPC. Tentative definitions of terms such as workability, consistency, and rheological parameters are provided. An overview of the most promising tests and models for cement paste is given.
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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                18 March 2020
                March 2020
                : 13
                : 6
                : 1382
                Affiliations
                [1 ]Department of Building Processes Engineering and Building Physics, Faculty of Civil Engineering, Silesian University of Technology, ul. Akademicka 5, 44-100 Gliwice, Poland; jacek.golaszewski@ 123456polsl.pl (J.G.); jerzy.bochen@ 123456polsl.pl (J.B.)
                [2 ]Laboratory of Civil Engineering Faculty, Faculty of Civil Engineering, Silesian University of Technology, ul. Akademicka 5, 44-100 Gliwice, Poland; grzegorz.cygan@ 123456polsl.pl
                Author notes
                [* ]Correspondence: malgorzata.golaszewska@ 123456polsl.pl ; Tel.: +48-32-2372294
                Author information
                https://orcid.org/0000-0002-5249-2639
                https://orcid.org/0000-0003-4110-5581
                Article
                materials-13-01382
                10.3390/ma13061382
                7143831
                32197555
                1391b332-5c7e-4602-a416-3899ea403446
                © 2020 by the authors.

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( http://creativecommons.org/licenses/by/4.0/).

                History
                : 25 January 2020
                : 16 March 2020
                Categories
                Article

                mortar,lime,variability of technological factors
                mortar, lime, variability of technological factors

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