Literatura científica selecionada sobre o tema "Chlorure. carbonation"
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Artigos de revistas sobre o assunto "Chlorure. carbonation"
Xu, Lina, Yan Zhang, Shuyuan Zhang, Shuyuan Fan e Honglei Chang. "Effect of Carbonation on Chloride Maximum Phenomena of Concrete Subjected to Cyclic Wetting–Drying Conditions: A Numerical and Experimental Study". Materials 15, n.º 8 (14 de abril de 2022): 2874. http://dx.doi.org/10.3390/ma15082874.
Texto completo da fonteYuan, Yezhen, Kaimin Niu, Bo Tian, Lijuan Kong e Lihui Li. "Effect of Metakaolin on the Diffusion Properties of Chloride Ions in Cement Mortar under the Coupling Effect of Multiple Factors in Marine Environment". Advances in Civil Engineering 2023 (25 de maio de 2023): 1–15. http://dx.doi.org/10.1155/2023/6961234.
Texto completo da fonteNakamura, Eisuke, Yuki Kurihara e Hirohisa Koga. "Outdoor Exposure Test of Concrete Containing Supplementary Cementitious Materials". Key Engineering Materials 711 (setembro de 2016): 1076–83. http://dx.doi.org/10.4028/www.scientific.net/kem.711.1076.
Texto completo da fonteChang, Wang, Jin, Li, Feng, Ye e Liu. "Durability and Aesthetics of Architectural Concrete under Chloride Attack or Carbonation". Materials 13, n.º 4 (12 de fevereiro de 2020): 839. http://dx.doi.org/10.3390/ma13040839.
Texto completo da fonteChen, Chunhong, Ronggui Liu, Pinghua Zhu, Hui Liu e Xinjie Wang. "Carbonization Durability of Two Generations of Recycled Coarse Aggregate Concrete with Effect of Chloride Ion Corrosion". Sustainability 12, n.º 24 (16 de dezembro de 2020): 10544. http://dx.doi.org/10.3390/su122410544.
Texto completo da fonteYoon, In Seok. "Deterioration of Concrete Due to Combined Reaction of Carbonation and Chloride Penetration: Experimental Study". Key Engineering Materials 348-349 (setembro de 2007): 729–32. http://dx.doi.org/10.4028/www.scientific.net/kem.348-349.729.
Texto completo da fonteLi, Zhen, Zhen He e Xiaorun Chen. "The Performance of Carbonation-Cured Concrete". Materials 12, n.º 22 (12 de novembro de 2019): 3729. http://dx.doi.org/10.3390/ma12223729.
Texto completo da fonteChen, Xiangsheng, e Jun Shen. "Experimental Investigation on Deterioration Mechanisms of Concrete under Tensile Stress-Chloride Ion-Carbon Dioxide Multiple Corrosion Environment". Journal of Marine Science and Engineering 10, n.º 1 (8 de janeiro de 2022): 80. http://dx.doi.org/10.3390/jmse10010080.
Texto completo da fonteZhou, Xiangong, Xiaoyu Zhang, Gang Li e Jialu Li. "Carbonation Characteristics and Bearing Capacity Attenuation of Loaded RC Beam Coupled with Chloride Erosion". Advances in Civil Engineering 2022 (15 de julho de 2022): 1–15. http://dx.doi.org/10.1155/2022/5365789.
Texto completo da fonteHaibier, Abuduhelili, e Yong Xin Wu. "Effects of Mineral Admixtures on Carbonation and Chloride Ingress of Concrete". Applied Mechanics and Materials 212-213 (outubro de 2012): 878–82. http://dx.doi.org/10.4028/www.scientific.net/amm.212-213.878.
Texto completo da fonteTeses / dissertações sobre o assunto "Chlorure. carbonation"
Saillio, Mickaël. "Interactions physico-chimiques ions-matrice dans les bétons sains ou carbonatés : influence sur le transport ionique". Thesis, Paris Est, 2012. http://www.theses.fr/2012PEST1033/document.
Texto completo da fonteCarbonation and chloride ingress are the main causes of reinforced concrete degradation. A lot of studies describe these two phenomena separately but only few studies state a possible coupling. However, the coupling of both phenomena exists. The corrosion of reinforcement due to chloride ions occurs more often in marine environments or in the presence of deicing salts while carbonation occurs systematically, in a more or less high degree depending on environmental conditions (humidity, temperature…). The aim of this thesis was to quantify the different phases of the cement matrix and its chloride binding by means of chloride binding isotherms for carbonated and non-carbonated cement based materials. These chloride binding isotherms, obtained by the equilibrium method, showed that the partially or totally carbonated cement matrix are bound fewer chlorides than the non carbonated ones. Complementary techniques such as the thermogravimetry (TGA), the X-rays diffraction (XRD) and the nuclear magnetic resonance (NMR) analyses were used and allowed to understand why this binding decrease occurs. A decrease of Friedel's salt and chlorides bound in the C-S-H was showed in the carbonated materials. These decreases were quantified and are due to a modification of the phases containing chloride (such as aluminates, sulfo-aluminates and C-S-H phases) during carbonation process. The porous network, was observed by mercury intrusion porosimetry (MIP), was also modified (decrease of the macroporosity and the connectivity for carbonated cement matrix due to formation of calcium carbonate). The other aim was to correlate all these modifications with the ions transport properties. Chloride diffusion and migration tests (with or without sulfates) were obtained as well as the measurements of electric resistivity. The experimental results showed that the apparent chloride diffusion coefficient is higher in the carbonated cement materials. Some diffusion tests were performed in presence of both chlorides and sulfates, which showed the competition of these two ions to bind on the cement matrix. Cement materials (concrete and cement paste) were designed without or with supplementary cementing materials (metakaolin, fly ash, slag) and the properties of these materials were followed at different curing time
Tissier, Yolaine. "Etude des processus de corrosion et de la réparation par traitement électrochimique d’extraction des ions chlorure dans les bétons armés doublement contaminés (carbonatation et chlorures)". Thesis, Paris Est, 2017. http://www.theses.fr/2017PESC1207/document.
Texto completo da fonteReinforcement corrosion is known as the first cause of reinforced concrete degradation in the fields of civil engineering structures and historical monuments. Corrosion occurs when concrete cover is carbonated or when chloride ions are present in sufficient quantity at the reinforcement vicinity.The main objectives of this thesis are to investigate the corrosion processes of the reinforcement when the concrete is contaminated by carbonation as well as chloride ions and to evaluate a cathodic electrochemical treatment as a repair solution.To meet these objectives, three phases were investigated: (1) artificial agings, (2) an electrochemical chloride extraction (ECE) treatment and (3) durability. For each of these phases, the evolutions (1) of the rebar corrosion in concrete, (2) of the corrosion products at the reinforcement/concrete interface and (3) of the cementitious matrix were studied.The scientific approach gathered multiple analyzes at different scales and the use of non-destructive, destructive or in situ technique. It allowed to study the corrosion processes before and after treatment and to discuss results according to efficiency criteria suggested.The study was carried out taking into account two cements (CEM I and CEM III/A) and considering two modes of artificial aging. More than three hundred specimens of reinforced micro-concrete, corresponding to four concrete designs, were therefore studied. The main techniques used were non-destructive electrochemical characterizations, SEM and EDS characterizations, destructive quantitative determinations (chloride ion content) and qualitative determinations (pH evaluation), and finally Raman microspectrometry to determine the nature of the corrosion products.The results highlighted some evolutions of different characteristics studied during the phases of the study. Before treatment, the concrete cover was entirely carbonated and the free chloride content at the reinforcement level was in the range of 0.9-2.1% by weight of cement depending on the concrete design. A 10 μA/cm² average corrosion currents was reported and a homogeneous corrosion layer thickness of about 5-10 μm was observed. During in situ Raman analysis, chloride green rust was identified indicating an active corrosion.After treatment, more than 90% of the chloride ions were extracted and the thickness of the concrete which had a pH value higher than 9 around the reinforcement, was about 1 cm. The corrosion currents became less than 0.1 μA/cm² (negligible corrosion level). The formation of magnetite was mostly observed with nevertheless a local presence of residual green rust. No significant deleterious evolution of the cementitious matrix was identified. The treatment efficiency was therefore demonstrated. The evaluation of the treatment durability over a period of 4 to 12 months showed that the electrochemical characteristics remained stable. On the other hand, a decrease in the concrete area which pH increased during the electrochemical treatment was observed for CEM III/A cement which could lead to a corrosion recovery over the longer term. Finally, the in situ Raman study revealed differences in durability as a function of the treatment duration
Nguyen, Thi Thu Trang. "Influence de l'effet de l'interface acier/béton (top-bar effect) sur la corrosion de structures en béton armé exposées en environnement de chlorures ou de carbonatation". Electronic Thesis or Diss., Université de Toulouse (2023-....), 2024. http://www.theses.fr/2024TLSEI009.
Texto completo da fonteReinforced concrete is known one of the most popular materials applied in construction. Nevertheless after a period of time it can be corroded. Chloride and carbonation are the main factors causing to corrosion in reinforced concrete structure. The thesis aimed to study the corrosion behavior of reinforcement concrete under carbonation or chloride environment, corresponding to the influence of top-bar effect, the cement type as well as artificial transverse crack or load-induced cracks.In general carbonation induced corrosion is usually researched from the point of view that it generates uniform corrosion. The first objective of the thesis is to confirm the opinion of macro cell or non-uniform corrosion in carbonated induced corrosion. According to the results of experiments in this part, corrosion rate in carbonated concrete reinforcement is likely to consider from the point of view of both uniform and macro cell corrosion, which is highly influenced by the ratio cathode/anode. In addition the application of CEM III using slag as addictive exhibited reduction of non-uniform corrosion effectively.The second part focuses on the influence of top-bar effect on corrosion behavior in the case carbonation induced corrosion and presence of load induced crack. Macro cell corrosion current monitoring was utilized in the experiment following the loss of mass as well as corrosion kinetic was calculated. Corrosions mainly developed at the position of the pre-cracks. Due to the top-bar effect upper bars were more corroded than bottom bars. Current corrosion value of top bars was observed higher than bottom bars. Loss of steel mass calculated from macro cell current measurement corresponds to only to a small part of the total loss of mass determined by gravimetric measurement. Uniform corrosion appears to be the main phenomena.The last part investigates the effect of top-bar effect in fibers concrete samples with or without artificial crack on chloride induced corrosion. The top steel bars are more corroded than the bottom bars and the upper part of the top bar is recorded higher corrosion than the lower part. In presence of artificial crack the top casting effect results that corrosions spread along the surface of the steel bars. Corrosion also spread along the top bar when there is no artificial crack, in a time not so different from the case of artificial crack. It confirms that top surface exposure and top bar effect are highly prejudicial for corrosion. By comparing the behavior with concrete without fibers, it appears that the addition of fibers in reinforced concrete leads to an increase of resistance to corrosion induced cracking.For each part, experimental observations are coupled with numerical simulations to compare as well as demonstrate the experimental results
Schmitt, Emmanuel. "Approche performantielle et microstructurale de la durabilité de bétons à base de ciments sulfoalumineux-bélitiques ferriques". Thesis, La Rochelle, 2014. http://www.theses.fr/2014LAROS027.
Texto completo da fonteCalcium sulfoaluminate (CSA) cements can be a solution to improve the environmental impact of concrete, thanks to the lower energy consumption and CO2 emission during their production. Their expansive, fast setting and rapid hardening properties contribute to the growing interest of engineers for concrete construction and prefabrication. However, the durability of sulfoaluminate concretes is not clearly assessed yet, especially in acidic and marine environments, as well as carbonation and chloride induced rebars corrosion. Thus, the aim of this thesis is to study and compare the durability, related to these attacks, of concretes made with CSA cements to ordinary Portland and GGBS cements based reference concretes. This study is founded on microstructural (solid phases, porosity) and performancial (durability indicators, natural and accelerated tests) characterization. Beforehand, the application of these characterizations to CSA concretes is verified and discussed. These show a good resistance to acidic environments when submitted to dynamic leaching tests at pH 3 and 5. The study of chloride ingress (steady and non-steady state migration, binding isotherms and tidal zone exposition) and carbonation (natural and accelerated) in concretes of 8 different laboratory CSA cements enabled us to find achievable means to improve their potential durability. These means were applied to the production of a performant industrial CSA cement, whose good durability has still to be assessed on field conditions
Salesses, Bernard. "Durabilité des matrices ciment Portland - laitier de haut-fourneau activées par des chlorures". Thesis, Toulouse 3, 2019. http://www.theses.fr/2019TOU30297.
Texto completo da fonteGround granulated blast-furnace slags (GGBS) are used in cements in particular because of the overall improvement in the durability of building materials. However, binders with a high content of GGBS have a slower hydration and thus a development of mechanical strength slower than Portland cements (PC). Solutions exist to accelerate the hardening of GGBS-based binders, including the use of chemical activators based on chlorides. The effects of activation on the mechanical strength developments of PC/GGBS blends are discussed in the literature, but the durability of these systems is not very developed. This thesis aims to evaluate the consequences of the use of chlorides activators on the durability of binders containing 50% of GGBS. Firstly, an analysis of the durability indicators shows how the activator modifies the transfer properties of the hardened material as well as the structuring of the porous network. This allows to verify that the activation at early age does not decrease the long-term durability of concretes with GGBS. Then, a study of the corrosion state of steels in these blends is realized to evaluate the impact of chlorides activators, known to initiate corrosion in reinforced concrete. Electrochemical tests coupled with direct observation as well as a microstructural study on how interact chlorides in the cement matrix are carried out. The ability of GGBS-based blends to bind chlorides in hydrates is studied in particular. Finally, the behavior of binded chlorides is analyzed, in the case where the carbonation would destabilize the hydrates. The impact of a possible release of chlorides is evaluated using a coupled model carbonation / chloride diffusion
El, Farissi Anass. "Prédiction de la durée d'utilisation des ouvrages en béton armé par une approche performantielle dans le cas de la corrosion induite par la carbonatation ou l'attaque des ions chlorure". Thesis, La Rochelle, 2020. http://www.theses.fr/2020LAROS025.
Texto completo da fonteSteel reinforcement corrosion is the major cause of failure in reinforced concrete structures. This electrochemical process is induced by presence in sufficient quantity of chloride ions at the reinforcement or by concrete carbonation (CO2 action). This thesis aims to develop engineering performance-based models for the service life prediction of reinforced concrete structures subjected to chloride-induced or carbonation-induced corrosion initiation and propagation. It consists in developing three models : a chloride ions ingress model, a carbonation model and a corrosion model that allows to estimate the corrosion initiation time and propagation time. These models consider factors related to the material (i.e. durability indicators), processing, environment and geometry. The approach used to develop these models is based on using several literature databases of ageing structures and concrete testing specimens (BHP-2000, Perfdub, etc.). The use of these data allowed to improve the predictive capacity of existing models (chloride ingress model) and to develop new models (carbonation and corrosion models)
Hamdan, Ziad. "Evolution de la corrosion des aciers du béton armé en ambiances agressives". Toulouse, INSA, 1993. http://www.theses.fr/1993ISAT0024.
Texto completo da fonteRivera-Corral, Jesus Octavio. "Contribution à l'évaluation de l'état de dégradation de divers types de barres d'acier utilisées comme armatures dans des bétons carbonatés ou pollués par des chlorures". Thesis, Toulouse 3, 2016. http://www.theses.fr/2016TOU30210/document.
Texto completo da fonteCorrosion of reinforcing bars in concrete is considered as the most important problem that affects the integrity of the civil structures. In order to obtain a better resistance to corrosion, various superficial processes as coatings with zinc (AG) or such as the dual covering metallic-polymeric (AD) are applicate to ordinary steel bars (AC). On the other hand, steel bars with thermal treatments (ATT), principally developed as an alternative to improve the mechanical properties without the use of ferroalloys, are not used in concrete. The behavior of these kinds of bars in front of mechanisms of deterioration as the corrosion induced by chlorides or carbonation has not yet been studied. In this work, all these various steel bars (AG, AD, AC and ATT) were embedded in prismatic specimens of concrete made with two ratio water/cement: 0.45 and 0.65. Previously, steels bars were characterized by mechanical tests and metallographic identifications. Then, specimens were placed in several sites of exposition: urban/industrial environment, or coastal environment, or controlled atmosphere in laboratory. During these expositions, measurements of corrosion potential, linear polarization resistance, and electrochemical impedance spectroscopy were regularly carried out. For each type of steel bar, chloride threshold level and progress of the carbonation depth were determined. Furthermore, by means of the induction of a galvanic couple during design of new samples, the electrochemical behavior of the steels bars AC, ATT and AG was followed up experimentally and then analyzed with finite element model. It was founded that the different steels bars exposed in controlled atmosphere of laboratory followed a same sequence in depassivation for both ratios water/cement: ATT, AC, AG and AD. The chloride thresholds were higher for steels bars AG and AD. However, visual inspection showed that the morphology of damages caused on AG bars was most important compared with the other steel bars. In the propagation phase, the corrosion current density of the ATT bars was lower, even to that obtained by the AG bars
McCarthy, Michael John. "Chloride and carbonation-induced reinforcement corrosion in PFA concrete". Thesis, University of Dundee, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.490143.
Texto completo da fonteAchour, Mohamad. "Modélisation du couplage carbonatation – chlorures et étude multiéchelle de l’influence des granulats sur la diffusivité dans les bétons". Thesis, Ecole centrale de Nantes, 2018. http://www.theses.fr/2018ECDN0049/document.
Texto completo da fonteThe corrosion of steels is one of the principal causes of degradation of reinforced concrete structures, especially in front of the sea. This degradation is due to the diffusion of chloride ions that can occur in the structures immersed in the seawater, those undergoing tidal cycles and also those subjected to the sea spray. The corrosion can also be due to the carbonation process of the concrete, which is responsible for decreasing of the pH and consequently the depassivation of the steels. This thesis proposes a physicochemical model to describe the penetration of aggressive agents in the first period of steel corrosion. This so-called « incubation » period corresponds to the period during which the transfer of aggressive species occurs in the concrete. In order to clearly identify the transport parameters of thismacroscopic model, a multi-scale approach is implemented to consider the diffusion in concretes. This approach is based on taking into account the detailed description of the microstructure of the concrete (constituents and morphology) by upscaling methods. This multi-scale approach is intended to be the most comprehensive with the consideration of the influence of the water-to-binder ratio of the cement paste, the properties of the aggregates and the transition zone between the cement paste and the aggregates. After identifying all the input parameters, the macroscopic physico-chemical model is used to evaluate the service life of a concrete subjected to coupling carbonation -chlorides in unsaturated medium. Following a validation of the model compared to experimental results, several applications of this model are presented
Livros sobre o assunto "Chlorure. carbonation"
Leonovich, Sergey, Evgeniy Shalyy, Elena Polonina, Elena Sadovskaya, Lev Kim e Valentin Dorkin. Durability of port reinforced concrete structures (Far East and Sakhalin). ru: INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1816638.
Texto completo da fonteW, Hobbs D., e British Cement Association, eds. Minimum requirements for durable concrete: Carbonation- and chloride-induced corrosion, freeze-thaw attack and chemical attack. Crowthorne: British Cement Association, 1998.
Encontre o texto completo da fonteYing, Li. Corrosion Of Reinforcement Due To Chloride Ingress & Carbonation. Delft Univ Pr, 2004.
Encontre o texto completo da fonteGaal, Gerardus Cornelis Maria. Prediction Of Deterioration Of Concrete Bridges: Corrosion Of Reinforcement Due To Chloride Ingress And Carbonation. Delft Univ Pr, 2004.
Encontre o texto completo da fonteCapítulos de livros sobre o assunto "Chlorure. carbonation"
Saouma, Victor E., e M. Amin Hariri-Ardebili. "Chloride, Carbonation and Corrosion". In Aging, Shaking, and Cracking of Infrastructures, 191–213. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-57434-5_9.
Texto completo da fonteMbugua, R., R. Salim e J. Ndambuki. "Effect of Acacia Karroo Gum on carbonation and chloride penetration in concrete". In Insights and Innovations in Structural Engineering, Mechanics and Computation, 1558–61. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-256.
Texto completo da fonteYoon, In Seok. "Deterioration of Concrete Due to Combined Reaction of Carbonation and Chloride Penetration: Experimental Study". In Advances in Fracture and Damage Mechanics VI, 729–32. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-448-0.729.
Texto completo da fonteTiwari, Ashish Kumar, Sunil Garhwal, Anil Garhwal e Anirban Banik. "Inhibition Performance of Generic Compounds as Corrosion Inhibitor in Combined Chloride and Carbonation Environment". In Intelligent Computing and Optimization, 270–78. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-50151-7_26.
Texto completo da fonteBastidas-Arteaga, Emilio, e Mark G. Stewart. "Climate change impact on RC structures subjected to chloride ingress and carbonation-induced corrosion". In Routledge Handbook of Sustainable and Resilient Infrastructure, 626–45. Abingdon, Oxon ; New York, NY : Routledge, 2019. |: Routledge, 2018. http://dx.doi.org/10.4324/9781315142074-32.
Texto completo da fonteLiu, Huamou, Wanyun Lu e Guoming Liu. "Study on controlling the effect of chloride salt erosion and carbonation on the deterioration of shotcrete". In Atlantis Highlights in Engineering, 180–96. Dordrecht: Atlantis Press International BV, 2024. http://dx.doi.org/10.2991/978-94-6463-435-8_22.
Texto completo da fonteDang, Quoc Viet, Aoi Okada, Yuko Ogawa e Kenji Kawai. "Influence of Chloride Ion in Sea Sand on Mechanical Properties of Fly Ash Concrete Exposed to Accelerated Carbonation". In Lecture Notes in Civil Engineering, 521–29. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5144-4_48.
Texto completo da fonteLima, Lucas, Timothy Wangler, Asel Maria Sanchez, Ana Anton e Robert J. Flatt. "Durability of 3D Printed Concrete: Performance Assessment of a Two-Component System Against Water Absorption, Carbonation, and Chloride Ingress". In RILEM Bookseries, 291–98. Cham: Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-70031-6_34.
Texto completo da fonteLizarazo-Marriaga, Juan, Luis Felipe Salazar-Mayorga e Luis Eduardo Peña-Cruz. "Carbonation or Chloride Ingress? Which One is the Durability Key Factor in Low Reactivity Clay and Limestone Blended Concrete". In International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures, 899–910. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33187-9_82.
Texto completo da fonteVanoutrive, Hanne, Peter Minne, Özlem Cizer e Elke Gruyaert. "The Impact of Chloride Binding on the Resistance to Carbonation: From Single Cycle Degradation Towards the Complexity of Multi Cycle Degradation". In International RILEM Conference on Synergising Expertise towards Sustainability and Robustness of Cement-based Materials and Concrete Structures, 1095–103. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-33187-9_101.
Texto completo da fonteTrabalhos de conferências sobre o assunto "Chlorure. carbonation"
Andrade, C. "Carbonation Effect on the Chloride Profile". In XV International Conference on Durability of Building Materials and Components. CIMNE, 2020. http://dx.doi.org/10.23967/dbmc.2020.232.
Texto completo da fonteWang, Y. C., P. A. M. Basheer, S. Nanukuttan e Y. Bai. "Progress of Carbonation in Chloride Contaminated Concretes". In International Conference on the Durability of Concrete Structures. Purdue University Press, 2016. http://dx.doi.org/10.5703/1288284316151.
Texto completo da fonteSAEKI, T. "Effect of carbonation on chloride penetration in concrete". In Third International RILEM Workshop on Testing and Modelling Chloride Ingress into Concrete. RILEM Publications SARL, 2005. http://dx.doi.org/10.1617/2912143578.025.
Texto completo da fonteHeirman, G. "Chloride penetration and carbonation in self-compacting concrete". In ConcreteLife'06 - International RILEM-JCI Seminar on Concrete Durability and Service Life Planning: Curing, Crack Control, Performance in Harsh Environments. RILEM Publications SARL, 2006. http://dx.doi.org/10.1617/291214390x.002.
Texto completo da fonte"Chloride Ions Penetration and Carbonation in Alkaline Activated Slag". In SP-326: Durability and Sustainability of Concrete Structures (DSCS-2018). American Concrete Institute, 2018. http://dx.doi.org/10.14359/51711006.
Texto completo da fonteLi, Guo, Xiaoling Li, Rongrong Wei, Jianmin Du e Xiaosuo Wu. "Concrete Carbonation and Chloride Resistance Under Initial Hot Water Curing". In International Conference on the Durability of Concrete Structures. Purdue University Libraries Scholarly Publishing Services, 2014. http://dx.doi.org/10.5703/1288284315383.
Texto completo da fonteBhowmik, Sonali, e Ram Lal Riyar. "Carbonation And Chloride-Induced Corrosion Fatigue Life Prediction Of Reinforced Concrete". In 11th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2023. http://dx.doi.org/10.21012/fc11.0923105.
Texto completo da fonteCho, Yung-Zun, In-Tae Kim, Hee-Chul Yang, Hee-Chul Eun, Hwan-Seo Park e Eung-Ho Kim. "Removal of Alkaline-Earth Elements by a Carbonate Precipitation in a Chloride Molten Salt". In The 11th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2007. http://dx.doi.org/10.1115/icem2007-7288.
Texto completo da fonteClaude, P., F. Duprata, T. de Larrarda, J. Mai-Nhub, P. Rougeaub, L. Marraccic e P. Guédon. "Probabilistic Approach for Concrete Structures Exposed to Combined Carbonation-chloride-induced Corrosion". In 32nd European Safety and Reliability Conference. Singapore: Research Publishing Services, 2022. http://dx.doi.org/10.3850/978-981-18-5183-4_r28-02-165.
Texto completo da fonteClaude, P., F. Duprata, T. de Larrarda, J. Mai-Nhub, P. Rougeaub, L. Marraccic e P. Guédon. "Probabilistic Approach for Concrete Structures Exposed to Combined Carbonation-chloride-induced Corrosion". In 32nd European Safety and Reliability Conference. Singapore: Research Publishing Services, 2022. http://dx.doi.org/10.3850/978-981-18-5183-4_r28-02-165-cd.
Texto completo da fonteRelatórios de organizações sobre o assunto "Chlorure. carbonation"
Desbarats, A. J., e J. B. Percival. Hydrogeochemistry of mine tailings from a carbonatite-hosted Nb-REE deposit, Oka, Quebec, Canada. Natural Resources Canada/CMSS/Information Management, 2023. http://dx.doi.org/10.4095/331256.
Texto completo da fonte