Abstract:The incorporation of lightweight aggregates in cement-based coating mortars contributes to a better performance of some of their physical properties, influencing their hygrothermal behaviour. This paper analyses the effect of some lightweight aggregates (expanded clay, granulated cork and silica aerogel) on the following mortars’ characteristics: porosity, bulk density, capillary water absorption coefficient, drying index and water vapour permeability. The experimental results showed that low percentages of in… Show more
“…The water/cement ratio was determined after the aggregates were dried, and was based on the amount of required water to achieve a proper workability to the mortar. Taking into account that renders require good plasticity for application over a vertical substrate and proper spread, the water/cement ratio obtained in this paper follows a similar trend to previous research [5,27,53].…”
Section: Methodssupporting
confidence: 86%
“…Several studies noticed that increasing the RA content leads to a linear increase of the water needs as occurred in this research [2,5,6,24,53]. Table 6 presents the results of the bulk density.…”
This paper presents a study of incorporation of two types of construction and demolition waste (CDW) in rendering mortars, as aggregates at 0%, 20%, 50% and 100% (by volume). Recycled concrete aggregate (RCA) and mixed recycled aggregate (MRA) were used. The former is mainly composed of cementitious waste and the latter consists of a mixture of non-segregated wastes. The performance of the cement mortars with recycled aggregates was evaluated through an extensive experimental programme. The analysis comprised workability, mechanical strength, water absorption, shrinkage, open porosity and the evaluation of durability by permeability to water under pressure after an artificial accelerated ageing test. The results are considered positive, although as the incorporation of recycled aggregates (both MRA and RCA) increased the mechanical strength, the modulus of elasticity and bulk density decreased, which leads to the production of lighter mortars that are less susceptible to cracking. The modified mortar with 20% of MRA presented the best performance, in terms of mechanical behaviour.
“…The water/cement ratio was determined after the aggregates were dried, and was based on the amount of required water to achieve a proper workability to the mortar. Taking into account that renders require good plasticity for application over a vertical substrate and proper spread, the water/cement ratio obtained in this paper follows a similar trend to previous research [5,27,53].…”
Section: Methodssupporting
confidence: 86%
“…Several studies noticed that increasing the RA content leads to a linear increase of the water needs as occurred in this research [2,5,6,24,53]. Table 6 presents the results of the bulk density.…”
This paper presents a study of incorporation of two types of construction and demolition waste (CDW) in rendering mortars, as aggregates at 0%, 20%, 50% and 100% (by volume). Recycled concrete aggregate (RCA) and mixed recycled aggregate (MRA) were used. The former is mainly composed of cementitious waste and the latter consists of a mixture of non-segregated wastes. The performance of the cement mortars with recycled aggregates was evaluated through an extensive experimental programme. The analysis comprised workability, mechanical strength, water absorption, shrinkage, open porosity and the evaluation of durability by permeability to water under pressure after an artificial accelerated ageing test. The results are considered positive, although as the incorporation of recycled aggregates (both MRA and RCA) increased the mechanical strength, the modulus of elasticity and bulk density decreased, which leads to the production of lighter mortars that are less susceptible to cracking. The modified mortar with 20% of MRA presented the best performance, in terms of mechanical behaviour.
“…The drying curve allows calculating the drying index, which can be used to evaluate the speed and quantity of water that evaporated from the mortar samples over time FARIA, 2011;GRILO et al, 2014). The drying index (Di) is related to the resistance of the mortar to the drying process and is obtained by Equation 1 (SOARES et al, 2014). The higher the drying index, the more difficult it becomes for the material to lose water to the environment.…”
Section: Methodsmentioning
confidence: 99%
“…The assay was conducted at 20 °C room temperature and 50% relative humidity. The mortar samples were prepared by immersion saturation, without the waterproofing of the faces, similar to the procedures adopted by Páscoa (2012) and Soares et al (2014).…”
Section: Methodsmentioning
confidence: 99%
“…Among the test methodologies available to assess the drying process on building materials, it is possible to use non-destructive methods that provide an approach for moisture distribution and drying depth estimation, such as nuclear magnetic resonance (GONÇALVES; PEL; RODRIGUES, 2009) and impedance spectra (SUN et al, 2017). Nevertheless, a simple (gravimetric) evaporation test can provide information on the transport of liquid water and vapor, which can then be correlated with other physical parameters of mortars such as vapor permeability and water absorption (SCHEFFLER;PLAGGE, 2010;SOARES et al, 2014;FLORES-COLEN et al, 2016).…”
The objective of this article was to study the drying behavior of rendering mortars. Cement-lime mortars with different mix proportions were evaluatedto analyze the influence of mix materials on water transport. The experimental program was produced to observe the transport of liquid water and vapor water in mortars during the drying process. The liquid water transport was studied through capillary absorption and the water vapor transport by the water vapor permeability test. The drying curves used to investigate drying kinetics were obtained according to the methodology recommended by European standard EN 16322. In summary, it is possible to affirm that the aggregate, the binder and water contents determine the behavior of the mortars regarding water transport. The drying index is considered a good indicator of the easiness of both liquid and vapor water transport.
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