Relevant bibliographies by topics / Monosulfoaluminate

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  1. Journal articles
  2. Dissertations / Theses

Academic literature on the topic 'Monosulfoaluminate'

Author: Grafiati
Published: 5 October 2024
Last updated: 31 July 2025

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Journal articles on the topic "Monosulfoaluminate"

1

Hajilar, Shahin, and Behrouz Shafei. "Structure, orientation, and dynamics of water-soluble ions adsorbed to basal surfaces of calcium monosulfoaluminate hydrates." Physical Chemistry Chemical Physics 20, no. 38 (2018): 24681–94. http://dx.doi.org/10.1039/c8cp03872d.

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2

Yoon, Seyoon, Juyoung Ha, Sejung Chae, et al. "Phase Changes of Monosulfoaluminate in NaCl Aqueous Solution." Materials 9, no. 5 (2016): 401. http://dx.doi.org/10.3390/ma9050401.

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Shi, Nan, Ya Ma, Xiang Zhang, et al. "The Effect of Calcium Sulfate on the Hydration and Properties of Red Mud-Based Calcium Ferroaluminate Cement Clinker." Materials 17, no. 20 (2024): 5064. http://dx.doi.org/10.3390/ma17205064.

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The hydration of high-alkali red mud-based ferroaluminate cement (RCFA) clinker with calcium sulfate needs to be regulated. This study explored the effects of the calcium sulfate type and dosage on the hydration and properties of high-alkali RCFA clinker. The research results show that when 4% gypsum was added, the 3 d compressive strength of cement was 39.1 MPa, and the 28 d compressive strength was 63.2 MPa. The 28 d strength increased by 61.6% compared with the 3 d strength. The properties of cement paste can be adversely affected by excessive anhydrite content. The exothermic hydration of
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4

Mesbah, Adel, Céline Cau-dit-Coumes, Guillaume Renaudin, Fabien Frizon, and Fabrice Leroux. "Uptake of chloride and carbonate ions by calcium monosulfoaluminate hydrate." Cement and Concrete Research 42, no. 8 (2012): 1157–65. http://dx.doi.org/10.1016/j.cemconres.2012.05.012.

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Renaudin, Guillaume, Rachid Segni, Dorota Mentel, Jean-Marie Nedelec, Fabrice Leroux, and Christine Taviot-Gueho. "A Raman Study of the Sulfated Cement Hydrates: Ettringite and Monosulfoaluminate." Journal of Advanced Concrete Technology 5, no. 3 (2007): 299–312. http://dx.doi.org/10.3151/jact.5.299.

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6

Jiang, Yaqing, Sijia Zhang, and D. Damidot. "Ettringite and Monosulfoaluminate in Polycarboxylate Type Admixture Dispersed Fresh Cement Paste." Advanced Science Letters 5, no. 2 (2012): 663–66. http://dx.doi.org/10.1166/asl.2012.1798.

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7

Wang, Wei, Luping Zeng, Shuang Du, Min Qiao, Junsong Chen, and Bosong Zhu. "The Influence of Alkali-Free Shotcrete Accelerators on Early Age Hydration and Property Development within Cement Systems." Materials 15, no. 19 (2022): 6907. http://dx.doi.org/10.3390/ma15196907.

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Fluoride-containing alkali-free setting accelerators are a common type of admixture used in tunnel shotcrete but few studies in the literature focus on the effect of their fluoride compounds on the setting and hardening properties of accelerated cement paste under low environment temperatures. Tunnel shotcrete in cold regions or winter construction periods would be obviously influenced by low environment temperatures, especially for its fast setting and quick support applications. The objective of this work is to evaluate the early age hydration behavior of different accelerated cement pastes
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Honorio, Tulio, Percy Guerra, and Alexandra Bourdot. "Molecular simulation of the structure and elastic properties of ettringite and monosulfoaluminate." Cement and Concrete Research 135 (September 2020): 106126. http://dx.doi.org/10.1016/j.cemconres.2020.106126.

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9

Yao, Wu, and Man Jian Wu. "Solubility Behavior of the Hydration Products in the Pore Solution of Hydrated Cement Pastes." Key Engineering Materials 539 (January 2013): 189–94. http://dx.doi.org/10.4028/www.scientific.net/kem.539.189.

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The concentrations of Ca, Al, Si, Na, K, SO42- and pH value in the pore solution of Portland cement were measured during the first 28 days of hydration at room temperature. A thermodynamic analysis of the elemental concentrations was used to predict saturation indices of various solid phases known to form in normal cement system. During the first 4 h the composition of pore solution is dominated by K+, Na+, SO42-and OH-. Large and rapid changes in the concentrations of Ca2+, SO42- and hydroxyl occurred between 4 h and 24 h, and thereafter the pore solution is essentially one of alkali hydroxid
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10

Zhuravel, Vitalii, Teresa Rucińska, and Olga Borziak. "Investigation of the Diffusion of Chloride Ions in Blended Cement Pastes." ce/papers 6, no. 6 (2023): 1265–68. http://dx.doi.org/10.1002/cepa.2970.

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AbstractWhen exposed to aggressive environments containing chlorides, the chlorine ion partially binds to the usual Portland cement mortar and changes its mineralogy. Chlorine ions entering the system displace sulfate from the monosulfoaluminate. Such systems form Kusel's salt at low chloride concentrations and Friedel's salt at higher concentrations. Unbound chloride ions remain dangerous for reinforcing steel, which diffuse deep into the concrete and destroy the passivating layer on the reinforcement. To assess the protective properties of concrete in relation to metal reinforcement, it is p
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Dissertations / Theses on the topic "Monosulfoaluminate"

1

Brahim, Mohamed-Nadjib. "Utilisation de la spectrométrie Raman in situ pour la caractérisation de la carbonatation de liants cimentaires." Electronic Thesis or Diss., Université de Lorraine, 2024. http://www.theses.fr/2024LORR0069.

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Le ciment Portland ordinaire (OPC) est un ciment communément employé dans la construction. Bien qu'il présente plusieurs avantages, sa production émet une quantité considérable de CO₂ dans l'air. Le ciment sulfoalumineux (CSA) est l'une des alternatives à plus faible impact environnemental proposées. En comparaison au clinker de l'OPC, la température nécessaire pour la fabrication du clinker de CSA ainsi que le taux d'émission de CO₂ sont réduits. Le CSA est caractérisé par un faible retrait et une montée en résistance rapide. Comme pour le ciment Portland, la durabilité d'un béton armé à base
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2

Barbieri-Albert, Blandine. "Altération de matrices cimentaires par des eaux de pluie et des eaux sulfatées. Approche expérimentale et thermodynamique." Phd thesis, Ecole Nationale Supérieure des Mines de Saint-Etienne, 2002. http://tel.archives-ouvertes.fr/tel-00813221.

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Ce travail est une contribution à la compréhension des processus d'altération de matériaux cimentaires par des eaux de pluie et des eaux sulfatées. Il est le fruit d'une collaboration entre géochimistes et cimentiers, les bétons pouvant être considérés comme des roches. Pour les eaux de pluie, les conditions envisagées en laboratoire ont été l'altération par de l'eau sous atmosphère inerte, sous atmosphère carbonatée et de l'eau acidifiée à pH égal à 4. Les échantillons testés ont été des pâtes, des mortiers et un béton à ultra hautes performances. Concernant les eaux sulfatées, des échantillo
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Journal articles
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