Littérature scientifique sur le sujet « Low carbon cement »
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Articles de revues sur le sujet "Low carbon cement"
McDonald, Lewis, Fredrik Glasser et Mohammed Imbabi. « A New, Carbon-Negative Precipitated Calcium Carbonate Admixture (PCC-A) for Low Carbon Portland Cements ». Materials 12, no 4 (13 février 2019) : 554. http://dx.doi.org/10.3390/ma12040554.
Texte intégralMartirena-Hernández, J. F., L. M. Vizcaíno-Andrés, S. Sánchez-Berriel, S. Damas-Carrera, A. Pérez-Hernández et K. L. Scrivener. « Industrial trial to produce a low clinker, low carbon cement ». Materiales de Construcción 65, no 317 (29 janvier 2015) : e045. http://dx.doi.org/10.3989/mc.2015.00614.
Texte intégralSanytsky, Myroslav, Tetiana Kropyvnytska, Stanislav Fic et Hanna Ivashchyshyn. « Sustainable low-carbon binders and concretes ». E3S Web of Conferences 166 (2020) : 06007. http://dx.doi.org/10.1051/e3sconf/202016606007.
Texte intégralNaqi, Ali, et Jeong Jang. « Recent Progress in Green Cement Technology Utilizing Low-Carbon Emission Fuels and Raw Materials : A Review ». Sustainability 11, no 2 (21 janvier 2019) : 537. http://dx.doi.org/10.3390/su11020537.
Texte intégralBernard, Ellina, Hoang Nguyen, Shiho Kawashima, Barbara Lothenbach, Hegoi Manzano, John Provis, Allan Scott, Cise Unluer, Frank Winnefeld et Paivo Kinnunen. « MgO-based cements – Current status and opportunities ». RILEM Technical Letters 8 (16 novembre 2023) : 65–78. http://dx.doi.org/10.21809/rilemtechlett.2023.177.
Texte intégralMarin, Bogdan-Catalin, Georgeta Voicu et Stefania Stoleriu. « Synthesis of High-Performance CSA Cements as Low Carbon OPC Alternative ». Materials 14, no 22 (20 novembre 2021) : 7057. http://dx.doi.org/10.3390/ma14227057.
Texte intégralSirangi, Bhavani, et M. L. V. Prasad. « A low carbon cement (LC3) as a sustainable material in high strength concrete : green concrete ». Materiales de Construcción 73, no 352 (3 novembre 2023) : e326. http://dx.doi.org/10.3989/mc.2023.355123.
Texte intégralCoffetti, Denny, Marina Cabrini, Elena Crotti, Gabriele Gazzaniga, Sergio Lorenzi, Tommaso Pastore et Luigi Coppola. « Durability of Mortars Manufactured with Low-Carbon Binders Exposed to Calcium Chloride-Based De-Icing Salts ». Key Engineering Materials 919 (11 mai 2022) : 151–60. http://dx.doi.org/10.4028/p-f848r8.
Texte intégralChopperla, Siva Teja, Rajeswari Jupalli, Deepak Kanraj, A. Bahurudeen, M. K. Haneefa et M. Santhanam. « Development of an Efficient Procedure for Sustainable Low Carbon Cement Manufacturing Process ». Applied Mechanics and Materials 787 (août 2015) : 142–46. http://dx.doi.org/10.4028/www.scientific.net/amm.787.142.
Texte intégralShen, Weiguo, Liu Cao, Qiu Li, Zhaijun Wen, Jing Wang, Yun Liu, Rui Dong, Yu Tan et Rufa Chen. « Is magnesia cement low carbon ? Life cycle carbon footprint comparing with Portland cement ». Journal of Cleaner Production 131 (septembre 2016) : 20–27. http://dx.doi.org/10.1016/j.jclepro.2016.05.082.
Texte intégralThèses sur le sujet "Low carbon cement"
Slabbert, Michael Charles. « Utilising waste products from Kwinana industries to manufacture low specification geopolymer concrete ». Thesis, Curtin University, 2008. http://hdl.handle.net/20.500.11937/606.
Texte intégralSlabbert, Michael Charles. « Utilising waste products from Kwinana industries to manufacture low specification geopolymer concrete ». Curtin University of Technology, Department of Civil Engineering, 2008. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=117996.
Texte intégralTo find the right mix design proved challenging as these masonry products generally require a mix to have zero slump. It was decided to test across all the known and analysed water to geopolymer solids ratios for each of the mixes and establish the best mix based on compressive strength, workability and slump A known mix design based on research into low calcium Class F geopolymer concrete, developed at Curtin University using natural aggregates, was applied to these selected recycled waste mix designs. The benefit was to be able to compare the results of this research to a known result. Flash setting, an unknown phenomenon in geopolymer concrete, did occur in the low water mixes, but in spite of this, geopolymer concrete was successfully manufactured. The compressive strengths were substantially lower than those of the design mix and more research is required in this regard, however an indirect relationship was observed between the amount of bottom ash and the compressive strength. The high degree of LOI (loss of ignition) in both ashes, porosity of recycled aggregates, angularity, degree of fineness of the fines and flash setting are all possible factors influencing the properties of the geopolymer concrete. More research is recommended in a number of these areas to be able to understand and develop this technology further in order to make this a practical and robust technology in the quest to find solutions to our warming planet and our changing climate.
Olivia, Monita. « Durability related properties of low calcium fly ash based geopolymer concrete ». Thesis, Curtin University, 2011. http://hdl.handle.net/20.500.11937/506.
Texte intégralChang, Ee Hui. « Shear and bond behaviour of reinforced fly ash-based geopolymer concrete beams ». Thesis, Curtin University, 2009. http://hdl.handle.net/20.500.11937/468.
Texte intégralElkhaldi, Imane. « Effets de la composition des liants bas carbone sur l'hydratation et la durabilité des bétons : vers un indicateur de performance en lien avec l'empreinte carbone ». Electronic Thesis or Diss., Ecole centrale de Nantes, 2023. http://www.theses.fr/2023ECDN0007.
Texte intégralThe use of low-carbon concrete has now become a necessity leading to changes inthe standards governing concrete (EN 206) and cement (EN 197). The use of so-called “lowcarbon” cements is therefore made possible(CEM II/C-M and CEM VI). The work presented focuses on the evolution of the microstructure,mechanical strength and durability of low-carboncement-based concretes, in particular clinkerslag-limestone ternary mixtures (K-S-LL). An indicator is proposed to characterize the carbon footprint of concrete and its durability with respect to corrosion induced by carbonation.The results of this work demonstrate the important role of the reactive additions inreducing the carbon cost of the binders while maintaining good mechanical properties. Amodel allowing the prediction of the service life of the coating as a function of the properties of the cement materials is adapted to our problem.Concretes based on ternary cements have advantageous CO2/ddv ratios associated with a high corrosion propagation time compared with concretes based on portland cement. However,consideration of the carbonation effect on electrical resistivity influences the observed trends
Labruzzo, Pietro <1968>. « Influenza delle onde acustiche sulla crescita delle microalghe (sp. Scenedesmus obliquus) ». Doctoral thesis, Università Ca' Foscari Venezia, 2014. http://hdl.handle.net/10579/4662.
Texte intégralL’obiettivo della tesi di dottorato è stato quello di studiare gli effetti della stimolazione acustica sulla velocità di crescita della microalga Scenedesmus obliquus. Tale studio ha richiesto la messa a punto di metodi innovativi per favorire la crescita, il controllo e il monitoraggio continuo delle colture microalgali in fotobioreattori seriali (sistema di agitazione sincrono, seriale e automatizzato delle colture a basso impatto acustico; la costruzione di fbr di specifica geometria e materiale particolarmente efficiente nella trasmissione delle onde acustiche e della radiazione elettromagnetica; rapide tecniche di misura, continue e automatizzabili della crescita microalgale). In conclusione il banco sperimentale potrebbe rappresentare un ideale modulo di conversione energetica e rimozione della CO2 altamente efficiente (si sono avuti con le stimolazioni acustiche incrementi della velocità di crescita microalgale anche del 320%) di conversione energetica per una cementeria.
Chang, Ee Hui. « Shear and bond behaviour of reinforced fly ash-based geopolymer concrete beams ». Curtin University of Technology, Department of Civil Engineering, 2009. http://espace.library.curtin.edu.au:80/R/?func=dbin-jump-full&object_id=120482.
Texte intégralResearch on the development, manufacture, behaviour and applications of low calcium fly ash-based geopolymer concrete has been carried out at Curtin University of Technology since 2001. Past studies of the structural behaviour of reinforced fly ash-based geopolymer concrete members have covered the flexural behaviour of members. Further studies are needed to investigate other aspects of the structural behaviour of geopolymer concrete. Design for both shear and bond are important in reinforced concrete structures. Adequate shear resistance in reinforced concrete members is essential to prevent shear failures which are brittle in nature. The performance of reinforced concrete structures depends on sufficient bond between concrete and reinforcing steel. The present research therefore focuses on the shear and bond behaviour of reinforced low calcium fly ash-based geopolymer concrete beams.
For the study of shear behaviour of geopolymer concrete beams, a total of nine beam specimens were cast. The beams were 200 mm x 300 mm in cross section with an effective length of 1680 mm. The longitudinal tensile reinforcement ratios were 1.74%, 2.32% and 3.14%. The behaviour of reinforced geopolymer concrete beams failing in shear, including the failure modes and crack patterns, were found to be similar to those observed in reinforced Portland cement concrete beams. Good correlation of test-to-prediction value was obtained using VecTor2 Program incorporating the Disturbed Stress Field Model proposed by Vecchio (2000). An average test-to-prediction ratio of 1.08 and a coefficient of variation of 8.3% were obtained using this model. It was also found that the methods of calculations, including code provisions, used in the case of reinforced Portland cement concrete beams are applicable for predicting the shear strength of reinforced geopolymer concrete beams.
For the study of bond behaviour of geopolymer concrete beams, the experimental program included manufacturing and testing twelve tensile lap-spliced beam specimens. No transverse reinforcement was provided in the splice region. The beams were 200 mm wide, 300 mm deep and 2500 mm long. The effect of concrete cover, bar diameter, splice length and concrete compressive strength on bond strength were studied. The failure mode and crack patterns observed for reinforced geopolymer concrete beams were similar to those reported in the literature for reinforced Portland cement beams. The bond strength of geopolymer concrete was observed to be closely related to the tensile strength of geopolymer concrete. Good correlation of test bond strength with predictions from the analytical model proposed by Canbay and Frosch (2005) were obtained when using the actual tensile strength of geopolymer concrete. The average ratio of test bond strength to predicted bond strength was 1.0 with a coefficient of variation of 15.21%. It was found that the design provision and analytical models used for predicting bond strength of lapsplices in reinforced Portland cement concrete are applicable to reinforced geopolymer concrete beams.
Jourdan, Julia. « Rôle de l’aluminium dans la réactivité pouzzolanique des métakaolins, replacé dans le contexte général de la pouzzolanicité pour des ciments à bas taux de CO2 ». Electronic Thesis or Diss., Sorbonne université, 2024. https://accesdistant.sorbonne-universite.fr/login?url=https://theses-intra.sorbonne-universite.fr/2024SORUS116.pdf.
Texte intégralThe cement industry currently accounts for around 8% of global CO2 emissions, mainly from the Portland cement clinker manufacturing process. One way of effectively reducing the environmental impact of Portland cement is therefore to reduce the clinker content by using potentially hydraulic materials (PHM) (pozzolanic or latent hydraulic materials), which have a lower CO2 content and that can produce binding hydrates, as clinker, in the presence of water and lime. This thesis focuses specifically on kaolins. Through appropriate calcination and subsequent incorporation with calcium carbonate in LC3 cements, the clinker content can be reduced up to 50%. This reduction maintains performance levels comparable to CEM I cement, achieved through the pozzolanic reactivity of metakaolin and its synergistic impact with limestone.The high reactivity of metakaolins (or calcined kaolins) is acquired during calcination between 600 and 800°C, during which kaolin undergoes major structural transformations, moving from a crystallized structure (kaolinite) to a highly disordered, quasi-amorphous, structure (metakaolinite). Numerous studies have highlighted the changes in Al local environment during the calcination of kaolinite, observing Al transitions from octahedral sites in kaolinite to 5- and 4-coordination sites in metakaolinite. This change in Al coordination could be at the origin of the high reactivity of metakaolin compared to kaolin, or to other types of calcined clays (illite, montmorillonite, etc.), in which the presence of [5]Al has not been demonstrated. Thus, better knowledge of the role of aluminum in the structure of metakaolins, which is involved in the formation of binder hydrates (C-A-S-H, carboaluminates) during the hydration of LC3 cements, is essential for understanding their reactivity.The first aim of this thesis is to gain a better understanding of the structure of metakaolins, and the influence of the calcination process on this structure, using a multi-technique approach (XRD, TGA, FT-IR, etc.). Particular attention will be paid to the local environment around Al, using solid-state Al27 MAS-NMR and Al K-edge XANES spectroscopy. And secondly, to understand the structure-reactivity relationships and identify the role of Al in the reactivity of metakaolins, based on R3 reactivity tests by isothermal calorimetry and mechanical strength tests on LC3-type cements. The study is based on a sampling of different kaolins calcined at different temperatures using both a flash and a muffle furnace
Závacký, Jakub. « Technologie úpravy nanočástic pro zlepšení jejich dispergovatelnosti pro využití v cemtových kompzitech ». Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2021. http://www.nusl.cz/ntk/nusl-432484.
Texte intégralZhang, Fei Hannah Doig. « Magnesium oxide based binders as low-carbon cements ». Thesis, Imperial College London, 2013. http://hdl.handle.net/10044/1/11000.
Texte intégralLivres sur le sujet "Low carbon cement"
Low-Carbon Transition in the Cement Industry. OECD, 2018. http://dx.doi.org/10.1787/9789264300248-en.
Texte intégralAie. Low-Carbon Transition in the Cement Industry. 2018.
Trouver le texte intégralLow-Carbon Technology for the Indian Cement Industry. OECD, 2013. http://dx.doi.org/10.1787/9789264197008-en.
Texte intégralExperimental study of carbon fiber reinforced cement composite using super low contractile admixture. Tōkyo, Japan : Kajima Technical Research Institute, Kajima Corporation, 1992.
Trouver le texte intégralBudinski, Kenneth G., et Steven T. Budinski. Tribomaterials. ASM International, 2021. http://dx.doi.org/10.31399/asm.tb.tpsfwea.9781627083232.
Texte intégralChapitres de livres sur le sujet "Low carbon cement"
Makul, Natt. « Principles of Low-Carbon Cement ». Dans Structural Integrity, 43–77. Cham : Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-69602-3_3.
Texte intégralIffat, S., F. Matta, J. Gaillard, M. Elvington, M. Sikder, M. Baalousha, S. Tinkey et J. Meany. « Partially-Unzipped Carbon Nanotubes as Low-Concentration Amendment for Cement Paste ». Dans Lecture Notes in Civil Engineering, 187–95. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_20.
Texte intégralDutta, Bhaskar, et Soumen Maity. « CO2 Abatement During Production of Low Carbon Cement ». Dans RILEM Bookseries, 583. Dordrecht : Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9939-3_79.
Texte intégralSahu, Sadananda. « Technological Forecasting for Commercializing Novel Low-Carbon Cement and Concrete Formulations ». Dans Intelligent and Sustainable Cement Production, 405–54. Boca Raton : CRC Press, 2021. http://dx.doi.org/10.1201/9781003106791-12.
Texte intégralNagrath, Kriti, et Soumen Maity. « Sustainable Benefits of a Low Carbon Cement Based Building ». Dans RILEM Bookseries, 581. Dordrecht : Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9939-3_78.
Texte intégralRocha, D., R. Almenares, S. Sanchez, A. Alujas et F. Martirena. « Standardization Strategy of Low Carbon Cement in Cuba. Case Study for “Siguaney” Cement Factory ». Dans RILEM Bookseries, 391–97. Dordrecht : Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1207-9_63.
Texte intégralYu, Z., H. Jing, Y. Gao, X. Wei et A. Wang. « Effect of Carbon Nanotubes on the Acoustic Emission Characteristics of Cemented Rockfill ». Dans Lecture Notes in Civil Engineering, 513–19. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_54.
Texte intégralBerriel, Sofía Sánchez, Yudiesky Cancio Díaz, José Fernando Martirena Hernández et Guillaume Habert. « Assessment of Sustainability of Low Carbon Cement in Cuba. Cement Pilot Production and Prospective Case ». Dans RILEM Bookseries, 189–94. Dordrecht : Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9939-3_23.
Texte intégralHernandez, Jose Fernando Martirena, et Karen Scrivener. « Development and Introduction of a Low Clinker, Low Carbon, Ternary Blend Cement in Cuba ». Dans RILEM Bookseries, 323–29. Dordrecht : Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9939-3_40.
Texte intégralSrivastava, Abhishek, Rajesh Kumar et Rajni Lakhani. « Low Energy/Low Carbon Eco-cementitious Binders as an Alternative to Ordinary Portland Cement ». Dans Handbook of Smart Materials, Technologies, and Devices, 2619–40. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-84205-5_143.
Texte intégralActes de conférences sur le sujet "Low carbon cement"
Okeke, Ikenna J., Sachin U. Nimbalkar, Kiran Thirumaran et Joe Cresko. « Role of Hydrogen as Fuel in Decarbonizing US Clinker Manufacturing for Cement Production : Costs and CO2 Emissions Reduction Potentials ». Dans Foundations of Computer-Aided Process Design, 533–40. Hamilton, Canada : PSE Press, 2024. http://dx.doi.org/10.69997/sct.155078.
Texte intégralCosta, C., et P. Marques. « Low-carbon cement with waste oil-cracking catalyst incorporation ». Dans 2012 IEEE-IAS/PCA Cement Industry Technical Conference. IEEE, 2012. http://dx.doi.org/10.1109/citcon.2012.6215691.
Texte intégralCheng, Ta-Wui, Yung-Chin Ding et Cing-Wun Jhong. « Production of Low Carbon Dioxide Emission Geopolymer Green Cement ». Dans 2014 International Conference on Materials Science and Energy Engineering (CMSEE 2014). WORLD SCIENTIFIC, 2015. http://dx.doi.org/10.1142/9789814678971_0095.
Texte intégralAbdelaal, Ahmed Elsayed, et Salaheldin Mahmoud Elkatatny. « High Density Geopolymers : A Step Forward Towards Low Carbon Footprint Cementing Operations ». Dans Offshore Technology Conference. OTC, 2023. http://dx.doi.org/10.4043/32341-ms.
Texte intégralNiu, Quanlin, et Rui Zhang. « Experimental study on some properties of a low-carbon cement ». Dans 2015 3rd International Conference on Advances in Energy and Environmental Science. Paris, France : Atlantis Press, 2015. http://dx.doi.org/10.2991/icaees-15.2015.268.
Texte intégralLee, Norman M. H., et Yassine Bennani Braouli. « Application of Low Carbon Concrete on Reinforced Earth Wall ». Dans The HKIE Geotechnical Division 42nd Annual Seminar. AIJR Publisher, 2022. http://dx.doi.org/10.21467/proceedings.133.25.
Texte intégralTongbo, Sui, et Cai Yuliang. « Progressing towards a Green and Low Carbon Cement Industry – China’s Experience ». Dans Fourth International Conference on Sustainable Construction Materials and Technologies. Coventry University, 2016. http://dx.doi.org/10.18552/2016/scmt4s269.
Texte intégralDalton, J., J. Winegarden, T. Thomas, D. Townsend et C. Enos. « Success Using Low Emissions API Class L Cement in Cementing Marcellus Production Strings ». Dans SPE Eastern Regional Meeting. SPE, 2023. http://dx.doi.org/10.2118/215928-ms.
Texte intégralKasuga, Akio. « Low carbon technologies to be challenged in the supply chain of concrete structures ». Dans IABSE Symposium, Manchester 2024 : Construction’s Role for a World in Emergency. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2024. http://dx.doi.org/10.2749/manchester.2024.0046.
Texte intégralRahman, Farzana, et Raissa Douglas Ferron. « Thermodynamic Modeling of Carbonation of Blended Cements for Wellbore Integrity ». Dans 58th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2024. http://dx.doi.org/10.56952/arma-2024-1110.
Texte intégralRapports d'organisations sur le sujet "Low carbon cement"
Bailey, Jed, Livia Minoja, Alexandra Alvear et Christiaan Gischler. Building a More Resilient and Low-Carbon Caribbean : Report 5 : Decarbonization Pathways for the Caribbean Construction Industry. Inter-American Development Bank, novembre 2023. http://dx.doi.org/10.18235/0005284.
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