Literatura académica sobre el tema "Recycled concrete fines"
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Artículos de revistas sobre el tema "Recycled concrete fines"
Naruts, Vitali, Oksana Larsen y Anton Bakhrakh. "SCC with activated recycled concrete fines". MATEC Web of Conferences 239 (2018): 01024. http://dx.doi.org/10.1051/matecconf/201823901024.
Texto completoIduwin, Tommy, Dicki Dian Purnama, Pratiwi Septyaning Putri y Hastanto Siswo Martono. "Pengaruh Penggunaan Material Daur Ulang Terhadap Sifat Mekanik Beton Non Pasir". FORUM MEKANIKA 9, n.º 1 (31 de mayo de 2020): 11–19. http://dx.doi.org/10.33322/forummekanika.v9i1.1080.
Texto completoSoultana, Athanasia, Michael Galetakis, Anthoula Vasiliou, Konstantinos Komnitsas y Despina Vamvuka. "Utilization of Upgraded Recycled Concrete Aggregates and Recycled Concrete Fines in Cement Mortars". Recent Progress in Materials 03, n.º 03 (11 de febrero de 2021): 1. http://dx.doi.org/10.21926/rpm.2103035.
Texto completoDahri, S. A., B. A. Memon, M. Oad, R. Bhanbhro y I. A. Rahu. "Quality of Recycled Aggregates and Compressive Strength of No-Fines Recycled-Aggregate Concrete". Engineering, Technology & Applied Science Research 11, n.º 5 (12 de octubre de 2021): 7641–46. http://dx.doi.org/10.48084/etasr.4349.
Texto completoBounouni, Sofiane y Tounsia Boudina. "Durability characteristics of recycled high performance concretes under an aggressive environment (sea water)". Technium Social Sciences Journal 40 (8 de febrero de 2023): 578–91. http://dx.doi.org/10.47577/tssj.v40i1.8417.
Texto completoStuerwald, Simone, Ronny Meglin, Susanne Kytzia y Sabrina Gilg. "Use of recycled concrete fines in cement and as aggregate". Acta Polytechnica CTU Proceedings 33 (3 de marzo de 2022): 591–96. http://dx.doi.org/10.14311/app.2022.33.0591.
Texto completoMustafy, Tanvir, Md Maruf Hasan, Nayeem Ahmed Shuvo y Joarder Md Sarwar Mujib. "Characterization of Mechanical Properties of Concrete Recycled Ceramic and Glass Powder Exposed to Elevated Temperatures". MIST INTERNATIONAL JOURNAL OF SCIENCE AND TECHNOLOGY 10 (26 de junio de 2022): 01–14. http://dx.doi.org/10.47981/j.mijst.10(01)2022.350(01-14).
Texto completoSharaky, Ibrahim A., Ahmed S. Elamary y Yasir M. Alharthi. "Effect of Waste Basalt Fines and Recycled Concrete Components on Mechanical, Water Absorption, and Microstructure Characteristics of Concrete". Materials 15, n.º 13 (21 de junio de 2022): 4385. http://dx.doi.org/10.3390/ma15134385.
Texto completoRahu, Ahsan Ali, Bashir Ahmed Memon, Mahboob Oad, Shakeel Ahmed Dahri, Abdul Raqeeb Memon y Amjad Hussain Bhutto. "Assessment of the Flexural Strength of No-Fines Recycled Aggregate Concrete Prisms". Engineering, Technology & Applied Science Research 13, n.º 1 (5 de febrero de 2023): 10067–72. http://dx.doi.org/10.48084/etasr.5458.
Texto completoZhang, Jiake, Liupeng Zhang, Boyang Xu y Jie Yuan. "Influences of Carbonated Recycled Concrete Fines on Cement Hydration". Buildings 13, n.º 4 (31 de marzo de 2023): 926. http://dx.doi.org/10.3390/buildings13040926.
Texto completoTesis sobre el tema "Recycled concrete fines"
Nguyen, Vu Nam. "Valorisation de fines et granulats issus de bétons recyclés comme matériaux cimentaires : Enhancement of fine and aggregate issued from recycled concrete as cementitious materials". Thesis, Toulouse 3, 2016. http://www.theses.fr/2016TOU30058/document.
Texto completoThe concrete consumption has been becoming more and more important due to the increase of urbanization requiring the rehabilitation and the construction of buildings and infrastructure. Nevertheless, the concrete production that accompanies the urban development leads to many environmental problems related to the preservation of natural resources which are not inexhaustible. Despite of recycling efforts, most of recycled materials are typically used for road works or embankment. By participating in the French National Project Recybéton, this thesis aims to assess the enhancement of recycling materials issued from deconstructed concretes by incorporating them in new concrete design. Two types of recycled materials will be studied, the powder produced in large quantities during the crushing phase of demolished concrete, and the aggregates (sand and gravel) whose the most part issued from the initial natural aggregates. Therefore, research study aims to quantify the properties of cementitious materials in various states by the use of: • recycled aggregates in the granular skeleton, grinded recycled concrete sand and powder of dust removal as supplementary cementing materials. The first part is dedicated to the study of the influence of moisture states of recycled aggregates (sand and gravel) on the concrete's rheology evolution in time and the study of their impact on 28 days compressive strength. The results obtained within the limit of experimental context will allow suggesting recommendations on the initial moisture state of recycled aggregates and their incorporation's rate in the concrete mix. The second part presents the evaluation of the feasibility of using grinded recycled concrete sand and crushed concrete powder (industrially recovered) as supplementary cementing materials. From the results, it will be possible to assess the extent that these fines are compatible with cement matrix in the fresh state, hardening state and hardened state. The third part proposes a way to limit the problem of Alkali-Aggregate Reaction (AAR) in recycled concrete. The strategy is based on two methods. The first insists to verify the applicability of the FD P18-464 documentation when using recycled aggregates. The second examines the interest in the use of mineral additives to limit or even prevent the AAR
Bouarroudj, Mohamed ElKarim. "Utilisation de matériaux naturels modèles pour la formulation de mortier contenant des sables et des fines de granulats recyclés". Thesis, Ecole nationale supérieure Mines-Télécom Lille Douai, 2019. http://www.theses.fr/2019MTLD0016.
Texto completoRecycled concrete aggregates (RCA) are not enough used in the construction sector, mainly because of their high water absorption capacity. These fine particles are composed of crushed natural aggregate and adherent hardened cement paste. The first part of this work consists in valuing particles smaller than 4 mm of an RCA in a mortar composition. Thus, the fresh and hardened behavior of mortar performed with recycled fine aggregate and model natural aggregate have been compared. The natural model fine aggregate has been performed to have an equivalent physical characteristics with the recycled one. This approach helped to understand the hardened behavior of the mortar made with recycled fine aggregate. The second part of this work consists in finding a recovery track for particles smaller than 125 μm of RCA, the goal is to use them as mineral addition. A characterization work show that the recycled powder is porous, thus a theoretical model and an experimental methodology allowing to estimate this porosity are developed. Finally, a comparison between mortar made with a limestone powder, and a recycled powder are compared. The results show that the recycled powder can be used as mineral additive in mortar composition
Deodonne, Kunwufine. "Etudes des caractéristiques physico-chimiques de bétons de granulats recyclés et de leur impact environnemental". Thesis, Strasbourg, 2015. http://www.theses.fr/2015STRAD013/document.
Texto completoPromoting the use of demolition waste as recycled aggregates presents a double objective: first to preserve natural resources and secondly to relieve storage site. In regards to natural aggregates, recycled aggregates contain mortar that influences theirs properties and those of concrete in which they are used. The objective of this thesis is to develop the use of 100 % recycled aggregates in concrete. This study was realised in patnership with the company CHYRSO. Properties of recycled concrete aggregates collected from several sources were studied to identify and analyse their specificities ; results were compared to natural ones. Normalised methods were modified in order to be applied on recycled aggregates and new methods were also proposed. Recycled aggregates present higher water absorption, lower mechanical strength, spreader granular distribution and a less circular shape compared to natural aggregates. The granulometry of recycled sand, fines content and the water absorption are properties that depend on the sampling and the robustness of protocols used. A reactivity of fines obtained from materials made at the laboratory have been established, meanwhile their influence on concrete properties is considered as minor. Finally, the absorption and morphology of recycled aggregate depend on the granular fraction. Correlation between morphological and mechanical properties with water absorption have been demonstrated. After analysing these properties, correction were proposed on mechanical performance forecasting models. It was also shown that the use of fines in recycled aggregate concretes provides better mechanical properties. For such materials, keeping aggregates less than 63μm is advisable because it provides correct granular skeletton. In order to balance the loss of workability and mechanical strength observed with the use of recycled aggregates, studies were carried with several superplasticisers. Polycarboxylates were identified as appropriate superplasticisers. Interpretations facilitate understanding of concrete formulation and concrete equivalent mortar formulation made with recycled aggregates. Thus, the complexity of absorption and desorption kinectics lead to a discusion around effective water definition. The difference between the morphology of recycled aggregates and natural ones involved a correction of the granular skeletton; finally, their weakness during mechanical test modifies the granular skeletton and need to be taken into consideration.Finally, studies on environmental impacts of recycled aggregates concrete were done and compared with those of natural aggregates concrete. This study starts interesting perspectives
Abidar, Abdellatif. "Etude des mécanismes de régénération de l'hydraulicité de bétons recyclés dans le cadre d'une approche économie circulaire". Electronic Thesis or Diss., Université Gustave Eiffel, 2024. http://www.theses.fr/2024UEFL2039.
Texto completoConcrete, widely used in construction, is essential to modern society. However, as buildings reach the end of their life cycle, demolition becomes inevitable, contributing to the annual accumulation of concrete debris. This situation presents a major challenge in construction waste management. Faced with this reality, concrete recycling emerges as a necessity. This approach not only reduces the amount of waste sent to landfills but also preserves natural resources, promoting sustainable construction.This thesis is part of a research project focused on concrete recycling from a circular economy perspective. It offers an in-depth study of the regeneration of hydraulic properties of cementitious materials, aiming to understand the underlying mechanisms of this regeneration. This analysis is performed in three distinct stages. Initially, we examined a pure phase of C3S, followed by an intermediate phase using Portland cement, concluding with a study on recycled concretes from returns and demolitions.We propose a process based on the thermal treatment of powders derived from crushing cementitious materials, conducted at low temperatures ranging from 400°C to 800°C. To understand the mechanisms of hydraulicity regeneration, characterization techniques such as TGA, FTIR, 29Si-NMR, and XRD with the Rietveld method (TOPAS V6) were employed.Thermal treatments applied to various phases from 600°C revealed the formation of belite. Specifically, the β-C2S polymorph formed in the case of the pure phase, while the α'-C2S and β-C2S polymorphs formed in the case of Portland cement paste. Thermal treatments applied to returns and demolition concretes revealed similar mechanisms, with belite formation observed from 700°C onwards. These findings were confirmed by X-ray diffraction (XRD) and 29Si-NMR spectroscopy, the latter also showing complete decomposition of C-S-H at 600°C, leading to belite formation. The regenerated phases exhibit high reactivity, likely due to the strong reactivity of lime produced during thermal treatments. Consequently, almost all formed belite was consumed after 28 days of hydration. Binders obtained at temperatures between 600 and 800°C led to the reformation of hydrates such as C-S-H, Portlandite, and Ettringite.Mortars made with 100% binders from thermal treatments applied to cement pastes exceeded 16 MPa in compression after 90 days and could reach over 30 MPa when replaced by 40% CEM I, despite their high water demand. Conversely, mortars composed of 100% binders from concrete do not exceed 4 MPa in compression after 90 days but can reach over 20 MPa in compression and 5 MPa in flexion when replaced by 40% CEM I
De, Freitas Macedo Hian. "Concrete Made with Fine Recycled Concrete Aggregate (FRCA): A Feasibility Study". Thesis, Université d'Ottawa / University of Ottawa, 2019. http://hdl.handle.net/10393/39619.
Texto completoMendes, Everton Luiz da Silva. "Caracterização e composição de agregados reciclados para obtenção de concreto autoadensável leve reciclado com fins estruturais". Universidade Federal de Alagoas, 2016. http://www.repositorio.ufal.br/handle/riufal/1706.
Texto completoCoordenação de Aperfeiçoamento de Pessoal de Nível Superior
A utilização de agregado reciclado na produção de concreto autoadensável (CAA) é relativamente recente. Poucos estudos têm sido desenvolvidos, mas, observam-se inúmeras vantagens em sua aplicação. O concreto autoadensável leve reciclado (CAALR) oferece diversas vantagens do CAA, devido às propriedades de autoadensabilidade, absorve resíduos de construções, na utilização como agregados reciclados, e a leveza devido a menor massa específica dos agregados reciclados, promove a redução das cargas devido ao peso próprio. No entanto, estudos realizados em concreto com agregados reciclados (AGR), têm se mostrado muito complexos devido às características destes agregados, como: elevada porosidade, alto teor de absorção de água, forma irregular, superfície rugosa, etc. Características estas que tendem a conduzir a misturas pouco trabalháveis e de resistência mecânica inferior. Desta forma, o estudo teve como objetivo a obtenção CAALR, separando o processo em duas etapas: agregados e argamassa. Onde, a caracterização do AGR é o meio para o entendimento de suas características e das limitações que ele irá impor na mistura de concreto. Já o estudo de argamassa, o objetivo foi verificar uma composição com os melhores parâmetros de fluidez e reológicos, visto as dificuldades enfrentadas por pesquisadores em obter-se misturas trabalháveis. Assim, verificou-se que as metodologias de caracterização normatizadas, para agregados naturais, enfrentam algumas dificuldades na sua aplicação em agregados reciclados, tornando-as pouco eficientes. As características do agregado reciclado miúdo puderam ser atenuadas com um estudo de composição, chegando a argamassas muito trabalháveis, com baixa tensão de escoamento e viscosidade moderada. A obtenção do CAA foi possível, através de um estudo de teor máximo de agregado reciclado graúdo, através de ensaios em concreto. O concreto obtido apresentou resistência de 30 MPa e massa específica aparente de 2000 kg/m³, classificando-o como concreto de aplicação estrutural e leve.
Rostirola, Ângelo Cezar Fumagalli. "Estudos exploratórios da produção de concreto celular autoclavado com o emprego de finos oriundos da reciclagem de concreto como agregados". Universidade do Vale do Rio dos Sinos, 2013. http://www.repositorio.jesuita.org.br/handle/UNISINOS/3728.
Texto completoMade available in DSpace on 2015-05-29T18:30:06Z (GMT). No. of bitstreams: 1 Ângelo Cezar Fumagalli Rostirola.pdf: 4315210 bytes, checksum: ff48e5f928774ac2545c3ae6774d5dcf (MD5) Previous issue date: 2013-10-24
CAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível Superior
SINDUSCON-NH - Sindicato das Indústrias da Construção Civil Novo Hamburgo
A construção civil atualmente é a indústria com maior crescimento no Brasil, fomentada por financiamentos e programas do governo federal. É também uma das indústrias que mais consome recursos naturais e energia, além de ser a principal geradora de resíduos sólidos urbanos. Grande parcela destes recursos naturais consumidos pela construção é formada pelos agregados. Uma alternativa econômica e ambientalmente correta, para diminuir a extração deste material, é a sua substituição por algum outro material, se possível por um resíduo, como apontam várias pesquisas. A busca por materiais e produtos ecologicamente corretos está em uma crescente, assim como os estudos para a reciclagem de diversos resíduos. A união entre produtos que consomem um volume menor de matéria-prima com o emprego de resíduos na sua produção parece uma saída viável para um desenvolvimento mais sustentável. Artefatos para a construção civil produzidos com concreto celular autoclavado (CCA) utilizam até quatro vezes menos materiais quando comparados a produtos com características semelhantes, produzidos com concreto convencional, cerâmico, entre outros. Além do menor consumo dos materiais constituintes, o concreto celular possui outras propriedades interessantes, como: suficiente resistência à compressão; isolamento térmico e acústico; baixa densidade; resistência ao fogo. Esta pesquisa teve como objetivo principal avaliar a influência da substituição parcial do agregado natural por agregado reciclado de concreto (ARC) na produção de concreto celular autoclavado. Após realização de estudos-piloto, optou-se pelo emprego da proporção de Cimento e Agregado Natural (AN) de 67% e 33% e sobre estes 0,45% de Cal e 0,3% de Alumínio com relação água/sólidos igual a 0,32. Foram empregados Cimento Portland CP-V ARI, Cal calcítica, areia natural e agregado fino reciclado de concreto, em teores de 0%, 25% e 50%. A dimensão máxima do agregado empregado na produção de CCA é de 150 µm. A cura foi realizada em autoclave após um tempo de espera de 24 horas a partir do início da mistura, por um período de 6 horas. Foram avaliadas a resistência à compressão, a absorção de água capilar, a massa específica e a porosidade. Os ensaios de resistência à compressão foram realizados em 48 e 72 horas, e a absorção de água, em corpos de prova preparados e acompanhados pelo período de 96 horas. A microestrutura dos CCA produzidos foi caracterizada por microscopia eletrônica de varredura (MEV). Verificou-se que existem expressivas alterações nas propriedades do CCA produzidos com ARC em substituição do AN, com a tendência de aumentar a densidade de massa aparente, bem com a resistência à compressão, a medida que aumenta-se o teor de ARC. Na análise dos resultados, percebeu-se que o uso de ARC alterou as propriedades dos concretos produzidos neste estudo exploratório, sem, entretanto, inviabilizar o seu emprego. Com um ajuste da dosagem, pode ser obtido um CCA produzido com ARC, cujo comportamento seja compatível com o comportamento de CCA produzido somente com o AN.
In the last years, the Brazilian construction industry is among those of national production sectors that have been having a great growing, mostly due to the incentive from the government and due to financed resources by private and public agents. This industry is also one of the major consumers of natural resources and energy, besides being the main generator of solid waste. One of these natural resources used in the constructions is sand. An environmentally friendly and economical alternative to reduce the extraction of natural resources is the use of recycled waste. The associated use of low volume of raw materials with alternative materials, like waste, is one of the ways to get more sustainability in the construction sector. Construction and building components made with autoclaved cellular concrete (ACC) employ four times less material than others with the same function. Other advantage of ACC is the performance of its properties like compressive strength, thermal and acoustic behavior, lower density, fire resistance. The aim of this research was to investigate the use of fine grains from recycled concrete aggregate (ARC) as partial sand replacement in the production of autoclaved aerated concrete. With the goal to find the mix proportion some pilot studies were made. After this, it was chosen a relation of 67% of cement and 33% of natural fine aggregate (sand). The lime was used in the amount of 0.45% of total cement and sand, and 0.3% of aluminium. The water to total solids ratio was 0.32. It was employed Portland cement type V according to Brazilian standards, calcitic lime, natural sand and ARC passing in sieve with 150 micron opening. The replacement rate of sand by ARC was 0%, 25% and 50%. From 24 hours after the mixing of materials, the samples were submitted to steam curing in an autoclave chamber for 6 hours. It was evaluated the compressive strength, the density, the capillary water absorption and porosity. The compression strength tests were performed at 48 and 72 hours. Water absorption tests were conducted for 96 hours after samples preparing. The capillary porosity was calculated with the capillary water absorption data. ACC's microstructure analysis was done by scanning electron microscopy (SEM). The results showed in general that the behavior of ACC produced with ARC differs significantly from the ACC produced with natural aggregate. When the ARC rate increases the apparent specific gravity also increases as well as the compressive strength. The observed increase in the apparent specific gravity is not desired. However this behavior of ACC done with RCA does not prevent the use of this recycled aggregate. An optimized study of pre-wetting of RCA could improve its performance as aggregate for use in ACC, once its grain size showed to be appropriated for this kind of use.
Yerramala, Amarnath. "Development and characteristics of foamed concrete containing fine recycled and secondary aggregate". Thesis, University of Dundee, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.500568.
Texto completoAdessina, Ayodele. "Caractérisation expérimentale et modélisation multi-échelle des propriétés mécaniques et de durabilité des bétons à base de granulats recyclés". Thesis, Paris Est, 2018. http://www.theses.fr/2018PESC1100/document.
Texto completoThis thesis combines experimental and theoretical approaches to characterize the mechanical and durability properties of recycled aggregate concretes (RAC). The first part of the work is devoted to the quantification of the impact of recycled concrete aggregates on the mechanical and durability properties of RAC. The results show that mechanical and durability properties of recycled aggregate concretes depend not only on the physical properties of recycled concrete aggregates but also on their quantity in the microstructure. Furthermore, statistical indentation technique is used to capture the local mechanical properties of phases in the microstructure of RAC such as the interfacial transition zones and the attached mortar. The second part of this study deals with the multi-scale modeling of the mechanical and the durability properties of RAC. The main purpose of this theoretical work is to establish models capable to predict the macroscopic behaviour based on the available information on the microstructure (obtained by optical microscopy or through indentation technique). The established models take into account the complex structure of the recycled concrete aggregates. Finally, the results of the models are compared with experimental data for discussion
Nagaraju, Yathiraj. "Contribution to the Understanding of the Rheological Behaviour of Recycled Concrete Aggregate Mixtures Made of Coarse and Fine Particles". Thesis, Université d'Ottawa / University of Ottawa, 2020. http://hdl.handle.net/10393/40684.
Texto completoCapítulos de libros sobre el tema "Recycled concrete fines"
Kulisch, D. "The Effect of Grinding Process on Recycled Cement Paste Fines". En Concrete Durability and Service Life Planning, 18–22. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-43332-1_4.
Texto completoKalinowska-Wichrowska, Katarzyna, Edyta Pawluczuk, Marta Kosior-Kazberuk, Filip Chyliński, Alejandra Vidales Barriguete y Carolina Pina Ramirez. "Geopolymer Composites with Recycled Binders". En Springer Proceedings in Materials, 212–19. Cham: Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_21.
Texto completoKono, T., S. Nishiie y M. Sugimoto. "Study on carbon-neutral ground improvement using recycled concrete fines". En Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society, 3038–41. London: CRC Press, 2024. http://dx.doi.org/10.1201/9781003431749-595.
Texto completoLiu, Jingwen, Caitlin Lommaert, Pieter Rauwoens y Özlem Cizer. "Early Hydration of Slag Cements Blended with Recycled Concrete Fines". En RILEM Bookseries, 394–402. Cham: Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-70277-8_45.
Texto completoWang, Chen, Yue Chen, Jianfeng Xue y Yuekai Xie. "Mechanical and Dynamic Behaviour of Natural and Recycled Concrete Aggregates Containing Different Percentages of Fines". En Lecture Notes in Civil Engineering, 313–19. Singapore: Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-8229-1_33.
Texto completoLee, Kevin Jia y Sook Fun Wong. "Recycled Mixed Plastic Fine Aggregate in Cement Concrete". En Springer Proceedings in Materials, 111–18. Cham: Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_9.
Texto completoHansen, Torben C. y Marius Marga. "Strength of Recycled Concrete Made from Coarse and Fine Recycled Concrete Aggregates". En Demolition Reuse Conc Mason V2, 605–12. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003416562-13.
Texto completoNebiyu, Wallelign Mulugeta, Denamo Addissie Nuramo y Abel Fantahun Ketema. "Experimental Study of Recycled Aggregate Concrete Produced from Recycled Fine Aggregate". En Lecture Notes of the Institute for Computer Sciences, Social Informatics and Telecommunications Engineering, 49–67. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-93712-6_4.
Texto completoSoni, Nancy y Dharmendra Kumar Shukla. "Study on Concrete Developed with Recycled Fine Aggregate". En Lecture Notes in Civil Engineering, 77–94. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6557-8_7.
Texto completoPedersen, L. G. y L. M. Ottosen. "Fine Recycled Concrete Aggregates Particle Morphological Parameters and Packing Properties". En Concrete Durability and Service Life Planning, 33–36. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-43332-1_7.
Texto completoActas de conferencias sobre el tema "Recycled concrete fines"
Feng, Jun, Kai Zhang y Jie Zhang. "Study on the Influence of Fine Aggregate Replacement Rate and Age on the Mechanical Properties of Recycled Concrete". En Conference Proceedings of The 12th International Symposium on Project Management, China, 790–95. Riverwood, NSW, Australia: Aussino Academic Publishing House (AAPH), 2024. http://dx.doi.org/10.52202/076061-0105.
Texto completoReiners, Jochen, Jan Höffgen, Maureen Denu, Christoph Müller y Frank Dehn. "Der Einfluss von Recyclingmaterial auf die Eigenschaften von Beton". En Bauen mit rezyklierten mineralischen Baustoffen - Von der Ausnahme zur Regelbauweise : 20. Symposium Baustoffe und Bauwerkserhaltung. KIT Scientific Publishing, 2024. http://dx.doi.org/10.58895/ksp/1000167485-6.
Texto completo"The Stabalization of Aqueous Heavy Metal Species Using Recycled Concrete Fines". En SP-202: Third Canmet/ACI International Symposium: Sustainable Development of Cement and Concrete. American Concrete Institute, 2001. http://dx.doi.org/10.14359/10783.
Texto completoKlink, Tyler S., William J. Likos y Bu Wang. "Particle Breakage and Fines Generation of Recycled Concrete Aggregates Subjected to Compaction". En Geo-Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482827.014.
Texto completo"A Systematic Study on Physical and Mechanical Properties of No-Fine Concrete with Additives". En Recent Advancements in Geotechnical Engineering. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901618-24.
Texto completoHerath, H. M. V. K. y A. S. M. Mendis. "INVESTIGATION MECHANICAL & DURABILITY PROPERTIES OF CRUMBED RUBBER CONCRETE CONTAINING RECYCLED CONCRETE AGGREGATE". En The SLIIT International Conference on Engineering and Technology 2022. Faculty of Engineering, SLIIT, 2022. http://dx.doi.org/10.54389/rske7223.
Texto completoBosold, Diethelm. "Rezykliertes Material: Die Integration von R-Beton in den neuen Regelwerken". En Bauen mit rezyklierten mineralischen Baustoffen - Von der Ausnahme zur Regelbauweise : 20. Symposium Baustoffe und Bauwerkserhaltung. KIT Scientific Publishing, 2024. http://dx.doi.org/10.58895/ksp/1000167485-1.
Texto completoAbdulkarem, Mais A., Dalia Adil Rasool y Baydaa Jabber Nabhan. "Exploring Sustainable Building Practices: Utilizing Olive Stone Waste and Crushed Glass in Concrete Mixtures". En The 2nd International Conference on The Future Sustainable Energy. Switzerland: Trans Tech Publications Ltd, 2024. http://dx.doi.org/10.4028/p-8rv6cm.
Texto completo"Durability of Concrete with Recycled Fine Aggregate". En SP-234: Seventh CANMET/ACI International Conference on Durability of Concrete. American Concrete Institute, 2006. http://dx.doi.org/10.14359/15952.
Texto completoBoukhelkhal, Aboubakeur. "Hardened Properties of Self-Compacting Concrete Incorporating Recycled Granite Waste as Fine Aggregate". En The 2nd International Conference on Civil Infrastructure and Construction. Qatar University Press, 2023. http://dx.doi.org/10.29117/cic.2023.0107.
Texto completoInformes sobre el tema "Recycled concrete fines"
Mattapalli, Akhila y Yang Lu. Thermodynamic Study of Carbon Mineralization with Recycled Concrete Fines for Carbon Capture and Utilization Applications. Peeref, julio de 2022. http://dx.doi.org/10.54985/peeref.2207p6658185.
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