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Journal ArticleDOI

Sulfate Attack of Cement-Based Material with Limestone Filler Exposed to Different Environments

TLDR
In this paper, the same authors showed that the increase of solution temperature accelerates both magnesium attack and sulfate attack on the limestone filler cement mortar, and leads to more deleterious products including gypsum, ettringite and brucite formed on the surface of mortars after 1-year storage in sulfate solutions.
Abstract
Mortar prisms made with OPC cement plus 30% mass of limestone filler were stored in various sulfate solutions at different temperatures for periods of up to 1 year, the visual appearance was inspected at intervals, and the flexural and compressive strength development with immersion time was measured according to the Chinese standard GB/T17671-1999. Samples were selected from the surface of prisms after 1 year immersion and examined by x-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), laser-raman spectroscopy and scanning electron microscopy (SEM). The results show that MgSO4 solution is more aggressive than Na2SO4 solution, and Mg2+ ions reinforce the thaumasite sulfate attack on the limestone filler cement mortars. The increase of solution temperature accelerates both magnesium attack and sulfate attack on the limestone filler cement mortar, and leads to more deleterious products including gypsum, ettringite and brucite formed on the surface of mortars after 1 year storage in sulfate solutions. Thaumasite forms in the mortars containing limestone filler after exposure to sulfate solutions at both 5 °C and 20 °C. It reveals that the thaumasite form of sulfate attack is not limited to low-temperature conditions.

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Journal ArticleDOI

Sulfate and acid resistance of lithomarge-based geopolymer mortars

TL;DR: In this paper, the resistance of room temperature cured geopolymer mortars against chemical attacks, i.e., sodium and magnesium sulfate solutions, and sulfuric and hydrochloric acid solutions, was evaluated.
Journal ArticleDOI

Thaumasite sulfate attack in Portland and Portland-limestone cement mortars exposed to sulfate solution

TL;DR: In this paper, the authors evaluated the resistance of plain Portland cement and a Portland-limestone cement to sulfate attack at 5°C and found that the mortar bars initially formed ettringite and gypsum causing some expansion, but expanded much more and ultimately disintegrated due to thaumasite formation.
Journal ArticleDOI

The effect of chlorides on the thaumasite form of sulfate attack of limestone cement concrete containing mineral admixtures at low temperature

TL;DR: In this article, the effect of the mineral admixtures used, as well as the effects of chlorides on concrete's deterioration due to the thaumasite form of sulfate attack was investigated.
Journal ArticleDOI

Influence of the initial moist curing time on the sulfate attack resistance of concretes with different binders

TL;DR: In this article, the influence of the initial moist curing time on the resistance to the sulfate attack of concretes with different binders and at different water/binder ratios was studied by determining the compressive strength and the chloride ion permeability of the concrete before and after sulfate attacks.
Journal ArticleDOI

Sulfate resistance of Portland-limestone cements in combination with supplementary cementitious materials

TL;DR: In this paper, the sulfate resistance of five different high-C3A Portland and Portland-limestone cements and their combinations with 30-50% slag were examined at both 5 and 23°C according to CSA A3004-C8 (similar to ASTM C1012).
References
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Journal ArticleDOI

Mechanism of sulfate attack: a fresh look. part 2: proposed mechanisms

TL;DR: In this article, the authors developed a mechanistic model for the mechanism of attack resulting from sodium and magnesium sulfate solutions, and the potential of these mechanistic models for use in service life prediction models has also been identified.
Journal ArticleDOI

Scc mixes with poorly graded aggregate and high volume of limestone filler

TL;DR: In this article, the influence of finely ground limestone and crushed limestone dust on the properties of self-compact concrete (SCC) mixes in the fresh and hardened state was examined. And the results indicated that finer and better-graded limestone dust significantly increased the deformability of the paste.
Journal ArticleDOI

Microstructural study of sulfate attack on ordinary and limestone portland cements at ambient temperature

TL;DR: In this article, an investigation on the mechanism of sulfate attack on Portland cements (PCs) containing limestone filler is presented based on the analysis of microstructure and composition of mortar specimens (ASTM C 1012) stored for 2 years in sodium sulfate solution.
Journal ArticleDOI

The permeability of Portland limestone cement concrete

TL;DR: In this paper, the effect of limestone addition on the air permeability, water permeability and porosity of limestone cement concrete has been investigated, and it is concluded that the PLC concrete indicates competitive properties with the ordinary Portland cement (OPC) concrete.
Journal ArticleDOI

Thaumasite formation in Portland-limestone cement pastes

TL;DR: In this article, small cylinders made at a water:solids ratio of 0.5 from Portland cement with 0, 5, 15, and 30% limestone additions were cured in water at room temperature for 28 days.
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