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Jun Chen, Rendy Bharata, Tingyuan Yin, Qingdong Wang, Hao Wang, Taotao Zhang (2017)
Assessment of sulfate attack and freeze–thaw cycle damage of cement-based materials by a nonlinear acoustic techniqueMaterials and Structures, 50
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Experimental study on physical sulfate salt attackMaterials and Structures, 50
A. Capraro, Vinícius Braga, M. Medeiros, J. Filho, M. Bragança, K. Portella, I. Oliveira (2017)
Internal attack by sulphates in cement pastes and mortars dosed with different levels of pyriteJournal of Building Pathology and Rehabilitation, 2
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MECHANISM OF SULFATE ATTACK: A FRESH LOOK. PART 2: PROPOSED MECHANISMSCement and Concrete Research, 33
Título Mestre (2006)
SUSCETIBILIDADE DE PASTAS DE CIMENTO AO ATAQUE POR SULFATOS - MÉTODO DE ENSAIO ACELERADO
Xupeng Ma, O. Çopuroğlu, E. Schlangen, N. Han, F. Xing (2018)
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(2019)
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Studying thaumasite sulfate attack using compressive strength and ultrasonic pulse velocityMaterials and Structures, 49
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Nonde‐ structive monitoring the deterioration process of cement paste exposed to sodium sulfate solution by X‐ray computed tomogra‐ phy
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Repair Mortars Incorporating Multiwalled Carbon Nanotubes: Shrinkage and Sodium Sulfate AttackJournal of Materials in Civil Engineering, 29
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S. Filho, Luiz da (1994)
Durabilidade do concreto a ação de sulfatos: análise do efeito da permeação de água e da adição de microssílica
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Sulfate Attack on Blended Portland CementsSP-192: 2000 Canmet/ACI Conference on Durability of Concrete
Mortars are subject to contact with aggressive agents from the environment. Sulfates are aggressive to the cement matrix, mainly due to the appearance of expansive reactions between these ions and hydrated products of the cement paste. This study aimed to analyze the behavior of mortars with two types of Portland cement, exposed to solutions with sodium sulfate (Na2SO4) and magnesium sulfate (MgSO4). The following properties of mortars were evaluated during the exposure to sulfates (up to 42 days): linear variation, mass variation, and ultrasonic pulse velocity. The formation of a gel layer on the samples exposed to the MgSO4 solution was observed, associated with the formation of brucite (Mg(OH)2). This gel behaved as a protective barrier, reducing the ingress of sulfate ions. The intensity of changes in mortar properties was affected by the type of cement and the type of sulfate. Statistical analyzes were performed to support the analyses.
Journal of Building Pathology and Rehabilitation – Springer Journals
Published: Apr 20, 2020
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