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A review on carbonation study in concrete

N Venkat Rao, +1 more
- Vol. 263, Iss: 3, pp 032011
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TLDR
In this article, the authors have reviewed the carbonation studies which are a vital durability property of concrete and endeavoured to focus and elucidate the gravity of importance, the process and chemistry of carbonate and how the various parameters like water/cement ratio, curing, depth of concrete cones, admixtures, grade of concrete, strength and porosity effect carbonation in concrete.
Abstract
In this paper the authors have reviewed the carbonation studies which are a vital durability property of concrete. One of the major causes for deterioration and destruction of concrete is carbonation. The mechanism of carbonation involves the penetration carbon dioxide (CO2) into the concrete porous system to form an environment by reducing the pH around the reinforcement and initiation of the corrosion process. The paper also endeavours to focus and elucidate the gravity of importance, the process and chemistry of carbonate and how the various parameters like water/cement ratio, curing, depth of concrete cones, admixtures, grade of concrete, strength of concrete, porosity and permeability effect carbonation in concrete. The role of Supplementary Cementitious Materials (SCMs) like Ground granulated Blast Furnace Slag (GGBS) and Silica Fume (SF) has also been reviewed along with the influence of depth of carbonation.

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Citations
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Analysis of the Effect of Carbonation Rate on the Concrete Water Reservoir Structures According to Applied Waterproofing/Anticorrosive Methods

TL;DR: In this article , the authors analyzed how the degree of carbonation and the application of waterproofing and anticorrosive materials affect carbonation in water reservoirs among the water treatment facilities managed by the Seoul Metropolitan Government.
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A comprehensive review of partial replacement of cement in concrete

TL;DR: In this paper , an extensive literature on partial replacement of cement with various industrial waste is studied and presented in this article, where concrete strength, strength gain with curing time and durability in concrete with cement being partially replaced by industrial waste materials were analyzed.
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Pollutant concentration prediction from traffic data analysis for concrete durability studies in Madrid Calle 30 urban tunnels

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References
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Journal ArticleDOI

Effect of curing on the compressive strength, resistance to chloride-ion penetration and porosity of concretes incorporating slag, fly ash or silica fume

TL;DR: In this paper, the performance of slag, fly ash, and silica fume concretes under four different curing regimes was investigated and the compressive strength was determined at various ages, and the resistance to chloride-ion penetration was measured according to ASTM C 1202 at different ages up to 180 days.
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A study on carbonation depth prediction for fly ash concrete

TL;DR: In this article, the carbonation of fly ash concrete is studied by using two types of Fly Ash with different CaO contents, and it is observed that under natural exposure environments, the Carbonation rate is the highest when specimens are exposed in the city.
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Accelerated carbonation and testing of concrete made with fly ash

TL;DR: In this paper, an accelerated carbonation test was carried out in order to assess the carbonation of fly ash (FA) concrete, and the results showed that FA concrete made with 70% replacement ratio was carbonated more than that of 50% FA replacement concrete and normal Portland cement (NPC) concrete.
Journal ArticleDOI

The carbonation of concrete and the mechanism of moisture, heat and carbon dioxide flow through porous materials

TL;DR: In this paper, the governing equations of moisture, heat and carbon dioxide flows through concrete within the framework of a distributed parameter model, and a numerical procedure based on the finite element method is developed to solve the set of equations.
Journal ArticleDOI

Carbonation rates of concretes containing high volume of pozzolanic materials

TL;DR: In this article, the influence of fly ash and slag replacement on the carbonation rate of concrete concretes was studied, and according to Fick's law of diffusion theoretical equations were proposed as a guild for estimating the carbonated rate of fly-ash and blast-furnace slag concrete.
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