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Journal articles on the topic 'Carbonation in air'

Author: Grafiati

Published: 8 June 2024

Last updated: 31 July 2025

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1

Khan, Mohammad Iqbal. "Carbonation of High Strength Concrete." Applied Mechanics and Materials 117-119 (October 2011): 186–91. http://dx.doi.org/10.4028/www.scientific.net/amm.117-119.186.

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High strength concrete consisting of binary and ternary blended cementitious systems based on ordinary Portland cement, pulverised fuel ash and silica fume were investigated for carbonation. PFA up to 40% was used and to these blends 0, 5, 10, and 15% SF was incorporated as partial cement replacement. Results of carbonation of concrete cured in mist and air are reported. It was found that carbonation linearly increases with an increase in PFA content. Concrete with OPC only and concrete with 10% SF content showed insignificant change in carbonation when comparing air cured and mist cured concr

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2

Sheikh Khalid, Faisal, Syazwi Hakimi Saaidin, Mohd Irwan Juki, Nor Hazurina Othman, Syafiqa Ayob, and Zahir Zaid. "Effect of Strength and Carbonation Sand Cement Brick Containing Fly Ash under CO2 Curing." Journal of Advanced Research in Applied Mechanics 134, no. 1 (2025): 142–50. https://doi.org/10.37934/aram.134.1.142150.

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Carbonation offers a helpful approach to store CO2 inside the cement-based product, which is reduces greenhouse gas emissions and the consequent decrease in global temperature. This study aimed to assess the effects of CO2 curing on the physical and mechanical properties of cement sand brick made using combination fly ash (FA) and Portland cement as cement binary systems. Cement sand brick underwent air curing and accelerated carbonation. The cement sand brick moulds size of 215 mm length x 103 mm width x 65 mm. FA was used to replace cement with substitution of 0, 20, 25, 30, 35 and 40%. Afte

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3

Zhao, Wei Xia, Juan Hong Liu, Ping Yang, Xiao Ning Yuan, and Min Chen. "Effect of Aggregate Pre-Wetting and Air-Entraining Agent on Durability of Lightweight Aggregate Concrete." Advanced Materials Research 335-336 (September 2011): 1163–67. http://dx.doi.org/10.4028/www.scientific.net/amr.335-336.1163.

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Rapid carbonation test and gas permeability radio method are used to study the durability of lightweight aggregate concrete. The concrete includes foam,lightweight aggregate，pre-wetting and air entraining. The test results show that The combined-effect of air entraining agent(AEA)and aggregate pre-wetting can increase permeability. The anti-carbonation capacity of pre-wetting and air entraining lightweight aggregate concrete is 40% greater than that of ordinary concrete.gas permeability radio of pre-wetting and air entraining lightweight aggregate concrete is half of that foam concrete and exp

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4

Joyson Silva, P., Binu Sukumar, A. Hemamathi, et al. "Enhancing concrete performance and sustainability through carbonation curing: Effects of fly ash incorporation and mechanical properties evaluation." IOP Conference Series: Earth and Environmental Science 1409, no. 1 (2024): 012028. http://dx.doi.org/10.1088/1755-1315/1409/1/012028.

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Abstract This research paper intends to assess the characteristics of various concrete samples exposed to carbonation curing. Carbonation curing is a technique used to quicken the solidifying process of concrete by exposing it to carbon dioxide. Concrete treated with carbonation exhibits mechanical and durability properties superior to those treated with moisture. In this study, carbonation-treated concrete was prepared by initially pre-curing and then subjecting it to carbonation curing. The research encompassed testing different properties of concrete specimens treated with carbonation, incl

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Dheilly, Rose-Marie, Yahya Sebaibi, Joseph Tudo, and Michèle Queneudec. "Importance de la présence de magnésie dans le stockage de la chaux: carbonatation de l'oxyde et de l'hydroxyde de magnésium." Canadian Journal of Chemistry 76, no. 8 (1998): 1188–96. http://dx.doi.org/10.1139/v98-126.

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The influence of relative air moisture, temperature, and concentration of carbon dioxide on the carbonation of magnesium oxide and hydroxide have been studied in normal climatic conditions. The MgO and Mg(OH)2 used for this original work are pure granular materials. The different species that appear during the process of carbonation and the most stable form in usual conditions of storage were identified. Moreover, the study of the different climatic factors showed that the carbonation is never complete even after a prolonged exposure.Key words: carbonation, magnesium oxide, magnesium hydroxide

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FAUSTINO, Pedro, Fábio GONÇALVES, Ana BRÁS, and Ângela NUNES. "LIFETIME PREDICTION OF REINFORCED CONCRETE STRUCTURES IN CARBONATION ENVIRONMENTS CARBONATION MODELLING VS AIR PERMEABILITY MODELLING." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 23, no. 2 (2017): 283–91. http://dx.doi.org/10.3846/13923730.2015.1068849.

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This article compares two models for the prediction of lifetimes of reinforced concrete structures in carbonation environments based on different tests: carbonation test-based modelling and air permeability test-based modelling. The study also includes experimental testing of five concrete mixes with different types of cement in order to validate the models using safety factors. The tests included compressive strength, accelerated carbonation and air permeability. Both models are defined in a European standard as being alternative to each other, meaning that their results for the same concret

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7

Tassos, Christos, Kosmas Sideris, Alexandros Chatzopoulos, Nikolaos Pistofidis, and Emmanouil Chaniotakis. "Influence of cement type on carbonation of concrete mixtures." MATEC Web of Conferences 163 (2018): 05005. http://dx.doi.org/10.1051/matecconf/201816305005.

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This research aims to investigate the influence of cement type to carbonation. For this purpose mixtures of four different cement mortars and eight different concretes that have been prepared with four different cements were left exposed for one year in open air in northern Greece. Results indicate that the type of cement influences the carbonation rate. Concrete mixtures produced according to the definitions of EN 206 standard perform lower service life against carbonation induced corrosion if the choice of the cement type is not carefully examined.

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Schmitt, Lucie, Jena Jeong, Jean-Marc Potier, et al. "Using an analysis of concrete and cement epd: verification, selection, assessment, benchmarking and target setting." Acta Polytechnica CTU Proceedings 33 (March 3, 2022): 546–51. http://dx.doi.org/10.14311/app.2022.33.0546.

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Carbonation of concretes is a natural physico-chemical process that can be described as a reaction between the carbon dioxide contained in the air and the cement matrix. Carbonation concerns all concretes types in contact with the ambient air but also concretes in ground, from production stage to use and end-of-life stages. The amount of carbon dioxide bound varies according to the type of binder, the compacity of concrete and the environmental conditions during the use and the end-of-life stages. To consider the re-carbonation of concrete, works have been carried out within the framework of t

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9

Haibier, Abuduhelili, and Yong Xin Wu. "Effects of Mineral Admixtures on Carbonation and Chloride Ingress of Concrete." Applied Mechanics and Materials 212-213 (October 2012): 878–82. http://dx.doi.org/10.4028/www.scientific.net/amm.212-213.878.

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Reinforcement corrosion is one important factor affecting the durability and safety of reinforced concrete structures. Concrete carbonation and chloride ion penetration is the main cause leading to steel corrosion, also important indicators affecting the service life of concrete structures. An accelerated carbonation experiment and Chloride penetration experiment was carried out on ordinary Portland cement (OPC) concrete and admixture concrete in various conditions. Eight concrete specimens of different mixture properties were tested in experiment. Resistance of OPC concrete system with and wi

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10

TANAKA, RYOICHI, TAKASHI HABUCHI, TAKAHIKO AMINO, and TSUTOMU FUKUTE. "A STUDY ON IMPROVEMENT AND ITS EVALUATION FOR THE SURFACE LAYER OF CONCRETE PLACED WITH PERMEABLE FORM." International Journal of Modern Physics: Conference Series 06 (January 2012): 664–69. http://dx.doi.org/10.1142/s2010194512003947.

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Permeable form can improve the quality of the surface layer of concrete and can enhance the durability of concrete structures. In this study, the improvement and its evaluation for the surface layer of concrete placed with permeable form were investigated. For these purposes, accelerated carbonation test, chloride ion penetration test, air permeability test, rebound hummer test and water permeability test were conducted using the concrete specimen. As a result, it was found that the air permeability correlates the carbonation depth, chloride ion penetration depth, rebound number and water perm

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11

Zhang, Donghao, and Wenbin Hu. "Improving Cycle Life of Zinc–Air Batteries with Calcium Ion Additive in Electrolyte or Separator." Nanomaterials 13, no. 12 (2023): 1864. http://dx.doi.org/10.3390/nano13121864.

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The electrolyte carbonation and the resulting air electrode plugging are the primary factors limiting the cycle life of aqueous alkaline zinc–air batteries (ZABs). In this work, calcium ion (Ca2+) additives were introduced into the electrolyte and the separator to resolve the above issues. Galvanostatic charge–discharge cycle tests were carried out to verify the effect of Ca2+ on electrolyte carbonation. With the modified electrolyte and separator, the cycle life of ZABs was improved by 22.2% and 24.7%, respectively. Ca2+ was introduced into the ZAB system to preferentially react with CO32− ra

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12

Lu, En Li, Guo Li, Ying Shu Yuan, Ou Geng, and Jian Min Du. "Studies about the Initial Curing Conditions on the Carbonation Resistance of Fly-Ash Concrete." Advanced Materials Research 250-253 (May 2011): 920–24. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.920.

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Studies about the resistance of carbonation capability of fly-ash (FA) concrete at different initial curing regimes and exposure time through accelerated carbonation experiments were made. Firstly, 30% replacement ratio fly-ash concrete specimens were fabricated and cured in 20°C, 30°C and 40°C water for 3d, 7d, 14d and 28d respectively, and cured in a standard air environment (20±2°C, relative humidity ≥95% ) for 28d. As a comparison, ordinary Portland concrete (OPC) specimens were also made and cured in 30°C water for 7d, and standard curing for 28d. After the initial curing, all the specime

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13

Kim, Junho, Seunghyun Na, and Yukio Hama. "Effect of Blast-Furnace Slag Replacement Ratio and Curing Method on Pore Structure Change after Carbonation on Cement Paste." Materials 13, no. 21 (2020): 4787. http://dx.doi.org/10.3390/ma13214787.

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The frost damage resistance of blast-furnace slag (BFS) cement is affected by carbonation. Hence, this study investigates the carbonation properties of pastes incorporating BFS with different replacement ratios, such as 15%, 45%, and 65% by weight, and different curing conditions, including air and carbonation. The BFS replacement ratio properties, determined by the Ca/Si ratio of calcium silicate hydrate in the cement paste sample, were experimentally investigated using mercury intrusion porosimetry, X-ray diffraction, and thermal analysis. The experimental investigation of the pore structure

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14

Neves, R., B. Sena da Fonseca, F. Branco, J. de Brito, A. Castela, and M. F. Montemor. "Assessing concrete carbonation resistance through air permeability measurements." Construction and Building Materials 82 (May 2015): 304–9. http://dx.doi.org/10.1016/j.conbuildmat.2015.02.075.

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15

Xia, Guo Ping. "A Study on Carbonization Performance of Concrete by Freeze-Thaw Action in Ningxia." Applied Mechanics and Materials 488-489 (January 2014): 407–10. http://dx.doi.org/10.4028/www.scientific.net/amm.488-489.407.

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In this paper, the effect of carbonization performance of concrete by freeze-thaw action in Ningxia Hui Autonomous Region have been studied. Based on the concrete carbonation depth prediction model modified, the effects of the carbonation depth of concrete by freeze-thaw action with dry weather in Yinchuan and Yanchi County are studied. These influential factor include water-cement ratio, cement dosage, the air relative humidity, carbon dioxide concentration.

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16

Niu, Jian Gang, Jia Lei Wang, and Jian Bao. "Study on the Regularity of the Influence of Wind Pressure on the Properties of Concrete Carbonation." Applied Mechanics and Materials 341-342 (July 2013): 1453–57. http://dx.doi.org/10.4028/www.scientific.net/amm.341-342.1453.

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The distribution of surface pressure of columns in concrete bridge with the effect of wind load has been simulated by Ansys software. Carbonation model of concrete in windy environment has been established by analyzing the relationship between the wind pressure, carbonization time and carbonation depth. Furthermore, by Taking air pressure of concrete surface into the carbonation model, there is a good consistency between the test value and the measured value of the actual place. At last, the design method of the durability of concrete structures under wind loads, which is based on concrete dur

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17

Ye, Qing, Zhi Wei Song, and Guo Rong Yu. "Variation of Carbonation Coefficient of Pumping Concrete with Moist-Curing Time at early Ages and Fly-Ash Content." Advanced Materials Research 287-290 (July 2011): 899–905. http://dx.doi.org/10.4028/www.scientific.net/amr.287-290.899.

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Based on accelerated carbonation test, the variation of carbonation resistance of pumping concrete (C40 grade) with moist-curing time at early ages and fly-ash content was studied. Results indicate that the carbonation coefficient and the accelerated carbonation depth of the concrete increased obviously with a reduction in the moist-curing time at early ages and with an increase in the fly-ash content. For example, in conditions of curing schedules with 28, 7, 3, 2 and 1 d moist-curing at 20 0C with above 95% RH at early ages and then 0, 21, 25, 26 and 27 d air curing at 20 0C with 60% RH, res

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18

Ye, Qing. "Influence of Early Age Wet Curing Time, Clinker and CaO Content on the Carbonation Resistance of C40 Ordinary Concrete." Advanced Materials Research 311-313 (August 2011): 1894–900. http://dx.doi.org/10.4028/www.scientific.net/amr.311-313.1894.

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Based on accelerated carbonation test, the variation of the carbonation resistance of ordinary concrete (C40 grade) with early age wet curing time, clinker and CaO content was studied. Results indicate that the carbonation coefficient and the accelerated carbonation depth of the concrete increased obviously with a reduction in the wet curing time at early ages, the clinker or CaO content in binder and the compressive strength at 28 d age. For example, in conditions of curing schedules with 28, 7, 3, 2 and 1 d wet curing at 20 °C with above 95% RH at early ages and then 0, 21, 25, 26 and 27 d a

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19

Zhu, Jing Song, Ya Li Sun, Yue Feng Zhu, and Dan Fei Chen. "Experimental Study on Carbonation Resistance of Ready-Mixed Concrete." Applied Mechanics and Materials 174-177 (May 2012): 152–58. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.152.

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By means of accelerated carbonation tests, the carbonation resistance of concrete in relation to the variation of water-cement ratio, fly ash content and curing conditions is studied in this article. The results show that under the standard curing conditions, with the fly ash content of 20%, in response to different water-cement ratio, the carbonation depth of concrete and the water-cement ratio are presented more or less in a linear relationship. At the water-cement ratio of 0.40, there is hardly any carbonation effect onto the concrete. However, at the ratio of bigger than 0.60, the carbonat

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20

Yu, Qi, Bingbing Guo, and Changjiang Li. "Effects of CO2 Concentration and the Uptake on Carbonation of Cement-Based Materials." Materials 15, no. 18 (2022): 6445. http://dx.doi.org/10.3390/ma15186445.

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Carbonation seriously deteriorates the durability of existing reinforced concrete structures. In this study, a thermodynamic model is used to investigate the carbonation reactions in cement-based materials. The effects of the concentration and amounts of CO2 on the carbonation behaviors of mortar are discussed. The simulation results show that the mechanisms of the carbonation reaction of cement-based materials at different CO2 concentrations may be different. Nearly all of the hydrate phases have a corresponding CO2 concentration threshold, above which the corresponding carbonation reaction c

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21

Wehrung, Quentin, Davide Bernasconi, Enrico Destefanis, et al. "Aqueous Carbonation of Waste Incineration Residues: Comparing BA, FA, and APCr Across Production Scenarios." Minerals 14, no. 12 (2024): 1269. https://doi.org/10.3390/min14121269.

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This study investigates the reactivity of municipal solid waste incineration residues to aqueous carbonation, focusing on CO2 absorption rates, uptakes, and heavy metal (HM) leachability. Various combinations of boiler, electrofilter, and bag filter residues were assessed under typical incineration conditions. Bag filter residues from lime-sorbent plants exhibited the highest CO2 uptake (244.5 gCO2/kg), while bottom ash (BA) fine fraction, boiler/electrofilter fly ash (FA), and other mixed air pollution control residue (APCr) demonstrated uptakes of 101, 0, 93, and 167 gCO2/kg, respectively. C

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22

Thiel, Charlotte, Johanna Kratzer, Benedikt Grimm, Thomas Kränkel, and Christoph Gehlen. "Effect of Internal Moisture and Outer Relative Humidity on Concrete Carbonation." CivilEng 3, no. 4 (2022): 1039–52. http://dx.doi.org/10.3390/civileng3040058.

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With steadily rising CO2 concentrations in the ambient air and fast-changing concrete compositions with reduced clinker contents, the availability of reliable and accelerated concrete carbonation tests is of crucial importance to design durable structures. This paper focuses on the effects of moisture under accelerated conditions and the effects of different CO2 exposure conditions. Mortar prisms incorporating three different cement types were cured and stored at either 50% or 65% relative humidity (RH). Afterwards, the prisms were carbonated at different ambient humidities (50, 57 and 65%), d

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Guzmán García Lascurain, Paulina, Carlos Rodriguez-Navarro, Mario Pagliaro, Lucia Toniolo, and Sara Goidanich. "Cellulose nano- and micro-fibers as air lime carbonation accelerators: FTIR analysis of the carbonation kinetics." Construction and Building Materials 489 (August 2025): 142291. https://doi.org/10.1016/j.conbuildmat.2025.142291.

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24

Zhang, Hua, Pin-Jing He, Li-Ming Shao, and Duu-Jong Lee. "Temporary stabilization of air pollution control residues using carbonation." Waste Management 28, no. 3 (2008): 509–17. http://dx.doi.org/10.1016/j.wasman.2007.02.005.

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25

Aminu Alhassan, Yunusa, and Sunday Apeh. "Effect of micro-climate variations on carbonation rate of concrete in the inland environment." MATEC Web of Conferences 289 (2019): 02001. http://dx.doi.org/10.1051/matecconf/201928902001.

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In an inland environment, carbonation is the primary cause of initiation for potential corrosion of steel in reinforced concrete. This problem has been exacerbated over recent years by increased urbanisation and vehicular traffic, resulting in higher atmospheric carbon dioxide contents – a problem typical of economically active cities throughout the world. It is important that designers of reinforced concrete structures respond to these variations through appropriate specifications to ensure that structures perform satisfactorily over their intended service lives. This paper is part of a study

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Zheng, Yiwei, Lyzmarie Nicole Irizarry Colón, Noor Ul Hassan, et al. "Effect of Membrane Properties on the Carbonation of Anion Exchange Membrane Fuel Cells." Membranes 11, no. 2 (2021): 102. http://dx.doi.org/10.3390/membranes11020102.

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Anion exchange membrane fuel cells (AEMFC) are potentially very low-cost replacements for proton exchange membrane fuel cells. However, AEMFCs suffer from one very serious drawback: significant performance loss when CO2 is present in the reacting oxidant gas (e.g., air) due to carbonation. Although the chemical mechanisms for how carbonation leads to voltage loss in operating AEMFCs are known, the way those mechanisms are affected by the properties of the anion exchange membrane (AEM) has not been elucidated. Therefore, this work studies AEMFC carbonation using numerous high-functioning AEMs f

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27

Xia, Jingliang, Chunjin Li, Haoyuan Ma, and Qiang Ren. "Mix Design-Driven Control of Carbonation and Hydration in CO2-Mixed Cement Pastes: Effects of Water, Slag, and Surfactant." Buildings 15, no. 12 (2025): 2116. https://doi.org/10.3390/buildings15122116.

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This study systematically investigates the influence of mix proportion on and the early-age properties and CO2 uptake of CO2-mixed cement paste, focusing on variations in the water-to-binder (w/b) ratio, slag content, and air-entraining agent (AEA) dosage. Mineralogical characteristics were analyzed using X-ray diffraction (XRD) and thermogravimetric analysis (TGA), while pore structures were assessed via nitrogen adsorption. CO2 uptake was quantified immediately after mixing. Results indicate that a low w/b ratio limits CO2 dissolution and transport, favors hydration over carbonation, and lea

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28

Kasina, Monika, Piotr R. Kowalski, and Marek Michalik. "Mineral carbonation of metallurgical slags." Mineralogia 45, no. 1-2 (2015): 27–45. http://dx.doi.org/10.1515/mipo-2015-0002.

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Abstract Due to increasing emissions of greenhouse gases into the atmosphere number of methods are being proposed to mitigate the risk of climate change. One of them is mineral carbonation. Blast furnace and steel making slags are co-products of metallurgical processes composed of minerals which represent appropriate source of cations required for mineral carbonation. Experimental studies were performed to determine the potential use of slags in this process. Obtained results indicate that steel making slag can be a useful material in CO2 capture procedures. Slag components dissolved in water

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29

Zhang, Junbo, Jigang Zhang, Weiwei Xiao, Qianying Wang, and Feng Shao. "Experimental Study on the Effect of Expansive Agent on the Durability of Concrete in Civil Air Defense Engineering." Advances in Materials Science and Engineering 2021 (May 12, 2021): 1–7. http://dx.doi.org/10.1155/2021/5598576.

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In this study, the effect of 8% UEA the reason why the UEA content is 8% is as follows: the expansion agent content in the actual mix proportion of the project is 8%, which is selected in this test to fit the reality better. expansion agent on the compressive strength, chloride ion penetration resistance, and carbonation resistance of civil air defense concrete were studied by simulating the rapid carbonation and chloride solution immersion of concrete structure in coastal civil air defense engineering environment. The results of this study show that the early compressive strength of concrete

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30

Campos, Simone de Oliveira Silva de, Elie Chahdan Mounzer, and Daniele Magalhães Monteiro da Luz. "Sustainability and Technological Innovations in Civil Construction." Revista de Gestão Social e Ambiental 19, no. 4 (2025): e011982. https://doi.org/10.24857/rgsa.v19n4-087.

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Objective: Analyze pathology related to reinforced concrete, with emphasis on carbonation, and discuss the use of sustainable technologies and innovative methods to prolong the lifespan of structures while reducing environmental impact. Theoretical Framework: Based on research carried out in the areas of carbonation in reinforced concrete, calculation of relative humidity, temperature, carbon dioxide and in the area of innovative technologies characterizing pollution, proposing algae as an alternative. Method:This is a quantitative study carried out on viaducts located in the state of Rio de

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Abanades, J. Carlos, Yolanda A. Criado, and José Ramón Fernández. "An air CO2 capture system based on the passive carbonation of large Ca(OH)2 structures." Sustainable Energy & Fuels 4, no. 7 (2020): 3409–17. http://dx.doi.org/10.1039/d0se00094a.

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Passive direct air capture by the carbonation of large scale Ca(OH)<sub>2</sub> porous structures that can be regenerated by means of well-tried technologies, while producing a pure CO<sub>2</sub> stream ready for storage.

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Jia, Mengjun, Yifan Zhao, Xuan Wu, and Xiao Ma. "The effect of carbonation accelerator on enhancing the carbonation process and mechanical strength of air-hardening lime mortars." Construction and Building Materials 425 (April 2024): 136067. http://dx.doi.org/10.1016/j.conbuildmat.2024.136067.

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Liang, Kaikang, Kai Cui, Mohanad Muayad Sabri Sabri, and Jiandong Huang. "Influence Factors in the Wide Application of Alkali-Activated Materials: A Critical Review about Efflorescence." Materials 15, no. 18 (2022): 6436. http://dx.doi.org/10.3390/ma15186436.

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Applications related to alkali-activated materials (AAMs) have received much attention due to their excellent mechanical properties and low-energy production. Although much research has focused on developing AAMs, their application is still limited. One of the primary reasons is the efflorescence. Not only does efflorescence affect the material aesthetics, but it also affects the mechanical performance, leading to a decrease in material quality. This paper first summarizes the current research on AAMs efflorescence. The formation process of efflorescence is divided into three parts: alkaline c

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34

Arizzi, Anna, Javier Martínez Martínez, Giuseppe Cultrone, and David Benavente. "Mechanical Evolution of Lime Mortars during the Carbonation Process." Key Engineering Materials 465 (January 2011): 483–86. http://dx.doi.org/10.4028/www.scientific.net/kem.465.483.

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Lime mortar is one of the most ancient and durable building materials. It is characterized by a slow carbonation during which Ca(OH)2 reacts with CO2 present in air and forms calcite, giving rise to a stronger and more compact material. This process takes place from the surface to the interior of the material and it is strongly affected by the reaction conditions. The aim of this study is to quantify the increase in strength and elasticity of different lime mortars according to their carbonation degree. For that, six types of mortars were elaborated, with different lime/aggregate proportions a

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Qin, Hong Yan, Peng Zhi Zhang, Si Si Zhang, and Xiang Peng Wang. "Experimental Study on Regularities of Carbonation for CO₂ Capture Using Ammonia Solution." Advanced Materials Research 800 (September 2013): 62–66. http://dx.doi.org/10.4028/www.scientific.net/amr.800.62.

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The regularities of carbonation in the process of CO2 capture were investigated using ammonia solution by laboratory-scale and bench-scale device. The research showed that the lower volatility of NH3 and higher rate of carbonization in solution could be achieved with ammonia concentration ranging from 10 to 16 wt%. The emission of ammonia accelerated with the increasing of flow of flue gas, and the bubbling function of air was apparent in a lower CO2 volume fraction, which has an adverse effect on carbonation of solution. Benefits of environment and economic could be achieved in CO2 capture us

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Coppola, Luigi, Denny Coffetti, Elena Crotti, Raffaella Dell’Aversano, Gabriele Gazzaniga, and Tommaso Pastore. "Influence of Lithium Carbonate and Sodium Carbonate on Physical and Elastic Properties and on Carbonation Resistance of Calcium Sulphoaluminate-Based Mortars." Applied Sciences 10, no. 1 (2019): 176. http://dx.doi.org/10.3390/app10010176.

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In this study, three different hardening accelerating admixtures (sodium carbonate, lithium carbonate and a blend of sodium and lithium carbonates) were employed to prepare calcium sulphoaluminate cement-based mortars. The workability, setting times, entrapped air, elasto-mechanical properties such as compressive strength and dynamic modulus of elasticity, free shrinkage, water absorption and carbonation rate were measured and mercury intrusion porosimetry were also performed. Experimental results show that a mixture of lithium carbonate and sodium carbonate acts as a hardening accelerating ad

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37

Wehrung, Quentin, Davide Bernasconi, Fabien Michel, et al. "Accelerated Carbonation of Waste Incineration Residues: Reactor Design and Process Layout from Laboratory to Field Scales—A Review." Clean Technologies 7, no. 3 (2025): 58. https://doi.org/10.3390/cleantechnol7030058.

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Municipal solid waste (MSW) and refuse-derived fuel (RDF) incineration generate over 20 million tons of residues annually in the EU. These include bottom ash (IBA), fly ash (FA), and air pollution control residues (APCr), which pose significant environmental challenges due to their leaching potential and hazardous properties. While these residues contain valuable metals and reactive mineral phases suitable for carbonation or alkaline activation, chemical, techno-economic, and policy barriers have hindered the implementation of sustainable, full-scale management solutions. Accelerated carbonati

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Berber, Hakan, Kadriann Tamm, Mari-Liis Leinus, et al. "Accelerated carbonation technology granulation of industrial waste: Effects of mixture composition on product properties." Waste Management & Research 38, no. 2 (2019): 142–55. http://dx.doi.org/10.1177/0734242x19886646.

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The use of accelerated carbonation technology in combination with a granulation process was employed to produce aggregates from a variety of industrial wastes, which included municipal solid waste incineration fly ash and air pollution control residue, oil shale ash, cement kiln dust, and quarry fines that have been produced in Estonia. Focusing mainly on the effects produced by the content of municipal solid waste incineration ash in the admixtures, the granule compositions were varied in order to tailor granule properties on the basis of CO2 uptake, strength development, leaching behaviour,

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Borodin, S., S. Fedorkin, and E. Makarova. "CARBONATION OF THE RAW MATERIAL MIXTURE AND FRESHLY MOLDED PRODUCTS IN THE PRODUCTION OF CONCRETE VIBROPRESSED PAVING SLABS." Construction and industrial safety, no. 37 (July 7, 2025): 43–49. https://doi.org/10.29039/2413-1873-2025-37-43-49.

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This article presents the results of factory tests to determine the effectiveness of carbonation of a raw mixture and freshly molded products in the production of vibropressed paving slabs. During carbonation of the raw material mixture, carbon dioxide is used as an additive to concrete as a percentage of the binder weight. The carbonation of freshly molded products was carried out in a gas-air mixture with a certain concentration of CO2. The kinetics of strength gain of finished products over the course of 28 days, as well as density and water absorption indicators, were determined. Subject o

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Ho, Hsing-Jung, Atsushi Iizuka, and Hironari Kubo. "Identification of suitable conventional cooling methods for direct aqueous carbonation of blast furnace slags and their mechanism." International Journal of Minerals, Metallurgy and Materials 32, no. 7 (2025): 1566–79. https://doi.org/10.1007/s12613-024-3054-x.

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Abstract The iron and steel industries generate large amounts of unavoidable CO2 emissions as well as considerable quantities of slags. More than one-half of the emitted CO2 is produced in blast furnaces during ironmaking, and thus it is meaningful to use blast furnace slags to capture CO2 while addressing the byproducts and flue gas of ironmaking. Mineral carbonation of slags is a promising route to achieve carbon neutrality and effective slag utilization. To exploit slag more effectively and capture CO2 in flue gas, an in-depth investigation into the carbonation of blast furnace slags genera

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Bašić, Alma-Dina, Marijana Serdar, Ingrid Mikanovic, and Gunther Walenta. "Impact of slag on carbonation rate of concrete based on calcium aluminate cement." MATEC Web of Conferences 364 (2022): 02020. http://dx.doi.org/10.1051/matecconf/202236402020.

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Throughout their service life, concrete structures are exposed to various environmental conditions that affect their durability. The cementitious matrix inevitably comes into contact with air, which leads to a progressive carbonation reaction. As a result of carbonation, changes occur in the microstructure and porosity of the cementitious matrix. Calcium aluminate cement is produced to increase the resistance of composites to aggressive environments, but its application is limited by the occurrence of conversion process. The addition of slag inhibits the conversion process of calcium aluminate

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Lee, Jae-In, Chae-Young Kim, Joo-Ho Yoon, and Se-Jin Choi. "Mechanical Properties of Cement Mortar Containing Ground Waste Newspaper as Cementitious Material." Materials 16, no. 4 (2023): 1374. http://dx.doi.org/10.3390/ma16041374.

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In recent years, several studies have reported the recycling of by-products generated by the paper industry and their application to the construction industry. A majority of the existing studies used waste paper sludge ash, and considerable energy is consumed in such incineration processes. This may further contribute to air pollution. In this study, we used waste newspaper (WNP), which underwent a simple crushing process without a separate high-temperature treatment process, and we integrated it in cement mortar. We prepared mortars containing 0%, 0.2%, 0.4%, 0.6%, 0.8%, and 1.0% ground WNP a

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Udodov, Sergey, Dmitry Gura, and Grigoriy Charikov. "Study of changes in concrete durability during the operation of buildings." Curved and Layered Structures 9, no. 1 (2022): 193–201. http://dx.doi.org/10.1515/cls-2022-0016.

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Abstract The purpose of this study is to select the best methodologies for determining the condition of concrete structures. Semi-destructive concrete exposure methods were used to determine resistance parameters: the impact echo test to determine internal structure, the Figg test for air permeability, the initial surface adsorption test for water adsorption, titrimetric for chloride amounts, and a chemical and physical method to determine carbonation levels. In addition, two situations were simulated: a fire and a pipe burst and their impact on the condition of reinforced concrete structures.

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Boschmann Käthler, Carolina, Ueli M. Angst, and Bernhard Elsener. "Towards understanding corrosion initiation in concrete – influence of local concrete properties in the steel-concrete interfacial zone." MATEC Web of Conferences 199 (2018): 04002. http://dx.doi.org/10.1051/matecconf/201819904002.

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Chloride-induced corrosion is the most common deterioration process for reinforced infrastructure objects. Improving the understanding of the conditions for initiation of localized corrosion is urgently needed. Research is focused on the influence of “defects” at the steel-concrete interface (SCI), as these weak points might be responsible for corrosion initiation. In contrast to numerous studies with “lab concrete”, this study reports results from reinforced concrete cores drilled from old infrastructure objects containing a non-corroding rebar. In contrast to laboratory studies, this guarant

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NONAKA, Akira, and Noboru YUASA. "EVALUATION CARBONATION RESISTANCE OF STRUCTURAL CONCRETE BY RAPID AIR-PERMEABILITY TEST." Journal of Structural and Construction Engineering (Transactions of AIJ) 80, no. 711 (2015): 727–34. http://dx.doi.org/10.3130/aijs.80.727.

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Monteiro, I., F. A. Branco, J. de Brito, and R. Neves. "Statistical analysis of the carbonation coefficient in open air concrete structures." Construction and Building Materials 29 (April 2012): 263–69. http://dx.doi.org/10.1016/j.conbuildmat.2011.10.028.

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Jankovský, Ondřej, Michal Lojka, Anna-Marie Lauermannová, et al. "Carbon Dioxide Uptake by MOC-Based Materials." Applied Sciences 10, no. 7 (2020): 2254. http://dx.doi.org/10.3390/app10072254.

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In this work, carbon dioxide uptake by magnesium oxychloride cement (MOC) based materials is described. Both thermodynamically stable magnesium oxychloride phases with stoichiometry 3Mg(OH)2∙MgCl2∙8H2O (Phase 3) and 5Mg(OH)2∙MgCl2∙8H2O (Phase 5) were prepared. X-ray diffraction (XRD) measurements were performed to confirm the purity of the studied phases after 7, 50, 100, 150, 200, and 250 days. Due to carbonation, chlorartinite was formed on the surface of the examined samples. The Rietveld analysis was performed to calculate the phase composition and evaluate the kinetics of carbonation. The

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Lyubomirskiy, N. V., S. I. Fedorkin, А. S. Bakhtin, and Т. А. Bakhtina. "INTENSIVE WAYS OF PRODUCING CARBONATE CURING BUILDING MATERIALS BASED ON LIME SECONDARY RAW MATERIALS." Construction and industrial safety, no. 18 (70) (2020): 43–46. http://dx.doi.org/10.37279/2413-1873-2020-18-43-46.

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the article is dedicated to the research and development of intensive methods for curing products by capturing and binding CO2. It aims to improve and increase the productivity of technologies for the production of artificially carbonated building materials and products. Soda production wastes, limestone dust and finely dispersed limestone dust were used as the research objects. Secondary raw materials have been investigated using modern methods of phase composition and granulometry test. Intensive methods of production of accelerated carbonation of systems consisting of soda wastes were teste

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Lyubomirskiy, Nikolai, Aleksandr Bakhtin, Stanisław Fic, Małgorzata Szafraniec, and Tamara Bakhtinа. "Intensive Ways of Producing Carbonate Curing Building Materials Based on Lime Secondary Raw Materials." Materials 13, no. 10 (2020): 2304. http://dx.doi.org/10.3390/ma13102304.

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The article is dedicated to the research and development of intensive methods for curing products by capturing and binding CO2. It aims to improve and increase the productivity of technologies for the production of artificially carbonated building materials and products. Soda production wastes, limestone dust and finely dispersed limestone dust were used as the research objects. Secondary raw materials have been investigated using modern methods of phase composition and granulometry test. Intensive methods of production of accelerated carbonation of systems consisting of soda wastes were teste

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Quan, Hong Zhu, and Hideo Kasami. "Effects of Change in Fineness of Fly Ash on Air-Entrained Concrete." Advanced Materials Research 168-170 (December 2010): 2195–99. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.2195.

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In order to make clear of the effects of the change in fineness of fly ash on air-entrained concrete, 2 series of laboratory experiments were carried out using 6 kinds fly ash with the specific surface area in the range from 2500 to 4400cm2/g. The test results indicated higher slump and lower air-entraining content and higher dosage of air-entraining agent for fly ash with higher specific surface area. Compressive strength was found to increase with the increases of specific surface area of fly ash, while drying shrinkage and carbonation were found to show different tendency with change in fin

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