Comparison of dolostone and limestone as filler in blended cements

Barsi, Antonela Di Salvo; Trezza, Mónica Adriana; Irassar, Edgardo F.

doi:10.1007/s10064-019-01549-4

Cited by 22 publications

(8 citation statements)

References 23 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…2). They are respectively attributable to the asymmetric 𝜈𝜈 3 (𝐶𝐶 − 𝑂𝑂) stretch, the 𝜈𝜈 2 ( 𝐶𝐶 − 𝑂𝑂) out-of-plane bend and the 𝜈𝜈 4 (𝐶𝐶 − 𝑂𝑂) in-plane bend of 𝐶𝐶𝑂𝑂 3 2− carbonate group [9][10][11]. The limestone spectrum also exhibits a band at 1028 cm -1 , probably associated with the Si-O plane stretching vibration mode of clays in the form of kaolinite [12,13].…”

Section: Resultsmentioning

confidence: 99%

See 1 more Smart Citation

Fire Induced Microstructural Changes in Local Building Materials: Cases of White Marble and Limestone

AKRAM

2024

Mediterranean Architectural Heritage

View full text Add to dashboard Cite

Abstract. The aim of this work is to evaluate the degradation state of natural stones after their exposure to fire. These building and decorative materials, widely used in the architectural heritage, suffer irreversible damage when exposed to high temperatures. Therefore, knowledge of their residual durability is crucial in order to determine whether the post-fire building structure should be restored, reinforced or demolished. For this purpose, limestones (calcarenites) and white marbles collected from local quarries were subjected to heating-cooling cycles in a muffle furnace at various temperatures up to 1100°C. After each exposure, the selected samples were characterized at room temperature using X-ray diffraction (XRD), micro-Raman and ATR-FTIR infrared techniques. The results obtained showed that the mineralogical nature of both calcareous and marble natural stones is a key factor in their thermal stability when exposed to high temperatures. Above 570°C, natural stones undergo calcite decarbonation at different temperature ranges. Marble, which is mineralogically monophasic, underwent decomposition at 800°C, similar to calcite in its pure state. Calcarenite was decomposed at a much lower temperature of about 700 °C. This study classifies marble as more thermally stable than calcarenite.

show abstract

Section: Resultsmentioning

confidence: 99%

“…The limestone spectrum also exhibits a band at 1028 cm -1 , probably associated with the Si-O plane stretching vibration mode of clays in the form of kaolinite [12,13]. Doublet at 797-777 cm -1 and bands at 1165, 1082 and 693 cm -1 can be attributed to quartz in small quantities [10,11,14].…”

Section: Resultsmentioning

confidence: 99%

Fire Induced Microstructural Changes in Local Building Materials: Cases of White Marble and Limestone

AKRAM

2024

Mediterranean Architectural Heritage

View full text Add to dashboard Cite

show abstract

“…Dolostone rock was obtained from the quarry of PolceCal S.A. at Sierras Bayas city, and the limestone was from the quarry at La Cabañita operated by Cementos Avellaneda S.A.; both quarries are located at SW in the Tandilia System, near Olavarría city (Buenos Aires Province, Argentina). Detailed geological, petrography, and mineralogical characteristics of the carbonate rocks and the production of both llers have been previously reported [21]. Table 1 summarises the chemical composition determined by XRF, the physical properties, and the particle size distribution (PSD) parameters measured with laser diffraction (Malvern Mastersizer 2000E).…”

Section: Methodsmentioning

confidence: 99%

“…This paper is part of a systematic investigation of the performance of dolostone llers as SCMs. Previous studies [20][21][22] demonstrated that the physical-mechanical properties of cement pastes with 0, 10, 20 and 30% replacement by mass by dolostone or limestone ller with similar granulometry cured at 20 ± 2 ºC depend on the percentage of ller incorporated rather than their mineralogical composition. The current study aims to explore the durable performance of mortars with varying replacement levels of dolostone or limestone ller after 28 days of water curing and to determine the volumetric stability of mortars with 20% by mass of dolostone ller over an extended period.…”

Section: Introductionmentioning

confidence: 99%

Effect of dolostone fillers on the durable properties of mortars

Barsi,

Cordoba,

Trezza

et al. 2024

Preprint

View full text Add to dashboard Cite

This paper investigates the durable performance of well-curing mortars with varying replacement levels of dolostone filler (0–30% by mass) in comparison with the same replacement of limestone filler and the stability of mortars with dolostone filler for 2 years at 40 oC. Compressive strength, total porosity, capillary water absorption, and chloride migration coefficients were determined. Results show that compressive strength decreases, and the total porosity increases with increasing filler content due to a dilution effect, regardless of the filler composition. The capillary water absorption and the chloride migration coefficients rise significantly for mortars with 20–30% filler. But, the dolostone filler cements have lower chloride coefficients than those with limestone blended cements. Mortars with dolostone show no length changes without later reduction of compressive strength, and XRD and FT-IR analyses suggest the formation of hydrotalcite-like phases.

show abstract

“…The Brazilian standard NBR 16,697 (2018) allows the incorporation of carbonate material in the composition of Portland cement in varying levels, reaching 25% by weight [20]. The carbonate material used in cement is calcite (calcium carbonate), although several studies have proved the viability of using dolomite [21][22][23].…”

Section: Introductionmentioning

confidence: 99%

Physico-chemical characterization of paint industry residues for incorporation in cementitious matrix

et al. 2022

View full text Add to dashboard Cite

Before being reused, industrial waste needs to have its composition determined so that in the future, it will not cause harm to the people and to the environment. The present study proposes the characterization and reuse of the residue remaining in the production of leveling masses and textures as a component in the Portland cement mortar specimens in order to analyze the effects on the axial compressive strength. The residue generated was characterized by Infrared (IR) Absorption Spectroscopy, X-ray Diffraction (XRD), Atomic Emission (AE) and Thermogravimetric Analysis (TG/DTG). All analyzes confirmed the predominant presence of dolomite (CaMg(CO 3 ) 2 ) as the main component and absence of potentially toxic metals. The addition of 10% of the residue on the cement and sand mass or the replacement of 10% of the sand mass in the mortars had small impact on the axial compression strength. The standard deviation values found lead to the conclusion that the compressive strength of the studied mortars can be considered statistically similar.

show abstract

Comparison of dolostone and limestone as filler in blended cements

Cited by 22 publications

References 23 publications

Fire Induced Microstructural Changes in Local Building Materials: Cases of White Marble and Limestone

Fire Induced Microstructural Changes in Local Building Materials: Cases of White Marble and Limestone

Effect of dolostone fillers on the durable properties of mortars

Physico-chemical characterization of paint industry residues for incorporation in cementitious matrix

Contact Info

Product

Resources

About