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Relevant bibliographies by topics / Concrete technology

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Academic literature on the topic 'Concrete technology'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Concrete technology"

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Ibragimov, R. A., and L. I. Zigangirova. "Concrete waste recycling technology." Stroitel nye Materialy, no. 1-2 (April 9, 2025): 54–59. https://doi.org/10.31659/0585-430x-2025-832-1-2-54-59.

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In Russia, as a result of the dismantling and demolition of buildings and structures, more than 15 million tons of construction waste are generated annually, and their number is growing annually. It is necessary to search for technical solutions and technologies for the use of concrete scrap in new composite materials.It is proposed to pre-process concrete waste in vortex layer apparatuses. This treatment makes it possible to obtain fine-grained concretes when replacing Portland cement with treated concrete waste in an amount of up to 20% with a strength 20–27% lower than the control compositi

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De La Cruz Vega, Sleyther Arturo, Cristian Milton Mendoza Flores, Pablo Adrian Pezo Morales, Jose Antonio Garrido Oyola, Kevin Arturo Ascoy Flores, and Robert Edinson Suclupe Sandoval. "Concrete technology. Chapter 2: Concrete Materials." Universidad Ciencia y Tecnología 26, no. 112 (2022): 125–43. http://dx.doi.org/10.47460/uct.v26i112.552.

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The following book chapter presents the essential components of concrete, being a material that can acquire any shape in the liquid state and is very resistant in the hardened state as well as being aesthetic to be used in a diversity of applications. References [1]A. Garófalo, “Evaluación físico-química de los cementos a partir de la correlación de sus propiedades asociadas con la producción de hormigón”, escuela superior politécnica del Litoral, Ecuador, 2015. [2]AFCP, “La industria del cemento y la sostenibilidad”, Argentina, 2014. [3]ASTM, “Especificación normalizad

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Pshinko, O. M., T. M. Pavlenko, T. M. Dekhta, O. V. Hromova, and O. V. Steinbrech. "Improvement of concrete and building mortar technology using secondary mineral resources." Naukovyi Visnyk Natsionalnoho Hirnychoho Universytetu, no. 2 (April 30, 2022): 91–95. http://dx.doi.org/10.33271/nvngu/2022-2/091.

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Purpose. Improving the technology of concretes on the basis of secondary mineral resources (waste foundry sand of metallurgical and machine-building industry, ash-and-slag mixes of thermal power plants). Methodology. Generally accepted standard methods in the study of the basic properties of raw materials, concrete mixes and concretes are used in the work. The samples were moulded using specially made laboratory vacuum equipment. Findings. The study results on the main properties of concretes on the basis of secondary mineral resources confirmed the effectiveness of vibrovacuum technology. For

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Leczovics, Péter, and Viktória Sugár. "CONCRETE CANOE: A COMPLEX CONCRETE TECHNOLOGY." YBL Journal of Built Environment 1, no. 2 (2013): 43–55. http://dx.doi.org/10.2478/jbe-2013-0011.

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Abstract The Concrete Canoe Competition has been organized second time in Hungary in 2013. The main point of the competition is to design and create a floating concrete object with specified dimensions, which does not contain statically rigid frame. A speed-trial is also part of the contest. The team of Szent István University, Ybl Miklós Faculty of Architecture and Civil Engineering attended both the first (2012) and the second (2013) competition. In both years the main part of designing and creation of the canoe was under the direction of employees of Building Materials division of the Insit

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Tukhareli, V. D., T. F. Cherednichenko, and O. Y. Pushkarskaya. "New Unconventional Additives in Concrete Technology for Expansion its Functionality." Solid State Phenomena 265 (September 2017): 231–36. http://dx.doi.org/10.4028/www.scientific.net/ssp.265.231.

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Functional enhancement of concrete, giving it heat-resistant properties becomes possible while adding mill ground additions based on silicon carbide materials of the region. The selection of silicon carbide waste and secondary production materials as a filler for the production of concrete with heat-resistant properties was based on the following principles: dispersion, the chemical composition, phase composition that reflect the chemical activity of the material in relation to the concrete binder. The thermal resistance of concrete has increased fivefold. In forming concrete structures with a

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Raijiwala, D. B., H. S. Patil, and I. U. Kundan. "Green Concrete Technology." Asian Review of Civil Engineering 1, no. 1 (2012): 1–5. http://dx.doi.org/10.51983/tarce-2012.1.1.2183.

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Aeopolymer concrete technology has the potential to reduce globally the carbon emission and lead to a sustainable development and growth of the concrete industry. The influence of alkaline activators on the strength and durability properties has been studied. Sodium Hydroxide is available in plenty and Potassium hydroxide is more alkaline than NaOH, both were added by the same amount (50% NaOH+50%KOH) as alkaline activators alongwith sodium silicate at varying temperatures in the preparation of geopolymer concrete. Fly ash was procured from a local thermal power station. Compression test, Spli

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Dario, Aurelius, and Riza Suwondo. "The influence of crystalline technology as concrete admixture on compressive strength and permeability." IOP Conference Series: Earth and Environmental Science 1324, no. 1 (2024): 012009. http://dx.doi.org/10.1088/1755-1315/1324/1/012009.

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Abstract In regions prone to frequent rainfall or coastal exposure, concrete gradually becomes porous due to environmental influences. This study systematically examines the impact of different concrete formulations on compressive strength and permeability. It evaluates standard concrete, concrete with 1% and 2% crystalline admixtures, and concrete utilizing Portland cement type V. Compressive strength tests reveal that concrete with 1% and 2% crystalline admixtures, alongside Portland cement type V concrete, exhibit superior quality compared to standard concrete. Permeability assessments unve

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LARSEN, O. A., V. V. NARUTS, and V. V. VORONIN. "CONCRETE RECYCLING TECHNOLOGY FOR SELF-COMPACTING CONCRETE." Building and reconstruction 88, no. 2 (2020): 61–66. http://dx.doi.org/10.33979/2073-7416-2020-88-2-61-66.

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topçu, ilker bekir. "Self-Cleaning Concretes: An Overview." Journal of Cement Based Composites 1, no. 2 (2020): 6–12. http://dx.doi.org/10.36937/cebacom.2020.002.002.

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Many studies have been carried out on the problems of civil engineering with the change of human problems today and in the past. These studies contributed to the development of concrete technology. Concrete is an important building material consisting of mixing aggregate, cement and water with or without chemical and mineral additives since the first day of use. Concrete technology has made great progress and continues. With developing concrete technology, self-cleaning concretes have emerged. Many studies have been conducted on self-cleaning concretes by researchers. This article reviews the

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Zdeb, T. "Ultra-high performance concrete – properties and technology." Bulletin of the Polish Academy of Sciences: Technical Sciences 61, no. 1 (2013): 183–93. http://dx.doi.org/10.2478/bpasts-2013-0017.

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Abstract The paper deals with information concerning properties and technology of a new generation cementitious composite i.e. Ultra-High Performance Concrete. High performance here means both high strength and high durability under the influence of environmental factors. This group of composites is mainly represented by Reactive Powder Concretes (RPC), which show both outstanding durability and mechanical properties. Characteristic features of RPC are mainly due to the very low water-cement ratio, which involves application of superplasticizer, significant reduction of aggregate grains size a

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Dissertations / Theses on the topic "Concrete technology"

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Kevern, John Tristan. "Advancements in pervious concrete technology." [Ames, Iowa : Iowa State University], 2008.

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Hardon, Roger G. "Technology of repair for corroded reinforced concrete." Thesis, Aston University, 1989. http://publications.aston.ac.uk/14268/.

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A number of factors relating to various methods of repair for chloride initiated corrosion damage of reinforced concrete have been studied. A novel methodology has been developed to facilitate the measurement of macro and micro-cell corrosion rates for steel electrodes embedded in mortar prisms containing a chloride gradient. The galvanic bar specimen comprised electrically isolatable segmental mild steel electrodes and was constructed such that macro-cell corrosion currents were determinable for a number of electrode combinations. From this, the conditions giving rise to an incipient anode we

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Catley, David Gerald. "Thermal curing of concrete with conductive polymer technology." Thesis, Sheffield Hallam University, 2009. http://shura.shu.ac.uk/19431/.

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Concrete is used on the majority of all construction projects. It is manufactured using the core constituents of a cement binder, typically Portland Cement, proportions of coarse and fine aggregates and water. The strength development of concrete is achieved by the addition of water that reacts with the binder in the form of a hydration reaction. This hydration reaction or strength development is dependant on two primary curing factors, time and temperature. Increasing the rate of strength development of concrete by elevating the curing temperature at early ages has advantages of maximising co

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Rezaei, Ehsan. "Vibrations of partly supported concrete railway sleeper." Thesis, Linköping University, Solid Mechanics, 2010. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-57679.

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<p>Analytical and finite element solutions to the problem of a vibrating beam on an elastic foundation are presented. An application example is a concrete railway sleeper embedded in an elastic medium (the ballast). The sleeper is also elastically connected to the rails. Eigenfrequencies are calculated and vibration modes are discussed. The beam (sleeper) is divided into sections where each section may or may not be supported by the elastic foundation. The elastic connections to the rails are situated at the two joinings of the three sleeper sections.</p><p>Some conclusions are that Euler-Bern

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Altobelli, Frank Robert. "An innovative technology in concrete construction--semi-automated rebar tying." Thesis, Massachusetts Institute of Technology, 1991. http://hdl.handle.net/1721.1/45703.

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KING-NYGREN, ELIAS. "Analysis of Complex 3D-Concrete Casting." Thesis, KTH, Skolan för industriell teknik och management (ITM), 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-299789.

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Concrete is the second most used material in the world and is primarily used within the construction industry. It is however also used for making decorative and functional smaller products within various industries. Manufacturing with concrete can be done with different manufacturing techniques, the most common technique being concrete casting in molds. This project was conducted at Arclight AB in Stockholm, a company on the verge of starting production of molds for casting concrete products. With many different manufacturing techniques at their disposal, it is however difficult for them to kn

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Cortis, Michael. "Numerical modelling of braided fibres for reinforced concrete." Thesis, University of Glasgow, 2016. http://theses.gla.ac.uk/7763/.

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Fire has been always a major concern for designers of steel and concrete structures. Designing fire-resistant structural elements is not an easy task due to several limitations such as the lack of fire-resistant construction materials. Concrete reinforcement cover and external insulation are the most commonly adopted systems to protect concrete and steel from overheating, while spalling of concrete is minimised by using HPFRC instead of standard concrete. Although these methodologies work very well for low rise concrete structures, this is not the case for high-rise and inaccessible buildings

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El-Dharat, A. A. G. "The structural behaviour of composite reinforced concrete trough floors." Thesis, University of Salford, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.356194.

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Coyle, Neil Robert. "Development of fully composite steel-concrete-steel beam elements." Thesis, University of Dundee, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.270046.

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Steel-Concrete-Steel (SCS) composite construction consists of two relatively thin steel plates with the space between filled with concrete. Various forms of this construction exist, using overlapping shear studs and single bar connectors to provide shear reinforcement to the concrete and provide a shear transfer at the interface. The problem with current systems that rely purely upon shear studs or bar connectors is that they are prone to slip between the steel faceplates and concrete core. This slip leads to a loss of composite action causing a loss of stiffness and a reduced fatigue life. An

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Dennington, Simon P. J. "The effect of carboxylated acrylic polymer latices on the hydration kinetics of ordinary Portland cement." Thesis, University of Bristol, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.390101.

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Books on the topic "Concrete technology"

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Neville, A. M. Concrete technology. Longman, 1987.

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Neville, A. M. Concrete technology. Longman Scientific & Technical, 1990.

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J, Brooks J., ed. Concrete technology. 2nd ed. Prentice Hall, 2010.

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J, Gimsing Niels, ed. Concrete technology. A/S Storebæltsforbindelsen, 1999.

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Neville, A. M. Concrete technology. Longman, 1993.

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James, L. M. Concrete technology. Macdonald and Evans, 1985.

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Neville, A. M. Concrete technology. Longman, 1995.

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Shetty, M. S. Concrete Technology. 2nd ed. Chand (S.) & Co Ltd, 1987.

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National Research Council (U.S.). Transportation Research Board., ed. Concrete technology. Transportation Research Board, National Research Council, 1992.

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J, Brooks J., ed. Concrete technology. Longman Scientific & Technical, 1987.

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Book chapters on the topic "Concrete technology"

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Setareh, Mehdi, and Robert Darvas. "Reinforced Concrete Technology." In Concrete Structures. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_1.

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Son, Lee How, and George C. S. Yuen. "Concrete Defects." In Building Maintenance Technology. Macmillan Education UK, 1993. http://dx.doi.org/10.1007/978-1-349-23150-8_5.

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Poloju, Kiran Kumar. "Concrete." In SpringerBriefs in Applied Sciences and Technology. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5949-2_1.

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"Concrete." In Materials Technology. Routledge, 2016. http://dx.doi.org/10.4324/9781315504292-11.

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Jayasree, P. K., K. Balan, and V. Rani. "Concrete Technology." In Practical Civil Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9780429094811-9.

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"The basics of concrete technology." In Concrete. Birkhäuser, 2006. http://dx.doi.org/10.11129/detail.9783034614740.10.

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"Concrete." In Fundamental Building Technology. Routledge, 2013. http://dx.doi.org/10.4324/9780203155172-12.

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"Concrete." In Dictionary of Concrete Technology. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-97-2998-2_199.

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"concrete sawing technology." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_33991.

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"Concrete/material technology." In From Materials to Structures: Advancement through Innovation. CRC Press, 2012. http://dx.doi.org/10.1201/b15320-194.

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Conference papers on the topic "Concrete technology"

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Adams, Nicholas. "Concrete Repair: Bridging Technology." In SSPC 2003. SSPC, 2003. https://doi.org/10.5006/s2003-00001.

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Abstract This article discusses the process for selecting concrete repair materials. The primary focus is on the range of both cementitious and epoxy based mortars and corresponding bonding agents. An emphasis is placed on industrial flooring applications and repairs that may receive a subsequent coating. Ultimately, a well-conceived repair system comes from knowledge of the repair options and a comprehensive view of the owners’ requirements.

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Huffman, Brian. "Choosing the Correct Technology for Lining Concrete." In Coatings+ 2021. SSPC, 2021. https://doi.org/10.5006/s2021-00010.

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Abstract The author will present on the various generic coatings technologies available for lining concrete and discuss the advantages and disadvantages of each one. Discussion will include epoxy, polyurethane and polyurea technologies. The goal of the presentation will be to provide some guidance to the attendees on when is the right application to select each technology as part of a specification.

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Bleiziffer, Jelena, and Marta Miloš. "Bridge Modelling and Structural Analysis in BIM." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-rync5n.

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Digitalisation of the construction sector is one of the priorities in the European Union and one of the main technologies used for this purpose is Building Information Modelling (BIM). An important advantage of BIM is that it enables management of information about the built environment through all phases of the asset lifecycle: procurement, design, construction, operation and maintenance. Major promotion for the use of BIM in construction projects in EU member countries comes from the EU directive on Public Procurement and many public investments are related to infrastructure projects, includ

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Kelava, Ante, Ante Mlinar, Ljubo Pavić, and Ante Buzov. "Execution of Repair Works on the Trogir –Čiovo Island Bridge." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-77v3fo.

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The paper presents the execution of repair works of the movable bridge conducted by Spegra, a company specialized in the restoration and reconstruction of various types of structures. The Trogir - Čiovo Island bridge is located on the Croatian coast near the historic city of Trogir. The bridge spans a narrow sea strait, connecting the city of Trogir with the nearby Čiovo Island. It was built in 1962 as a movable bridge with a structure consisting of steel and reinforced concrete elements with a stone cladding. The bridge has three spans, with a total length of 102 meters including approaches.

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Sýkora, Miroslav, Milan Holy, Jana Marková, Aleš Mezera, and Adam Valík. "Probabilistic Model for Thermal Actions on Concrete Bridges Based on Meteorological Measurements - Case Study." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-erm9be.

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Reliability assessments of concrete bridges are currently made using valid codes of practice based on the limit state concept. Verification may be carried out using the partial factor format or structural reliability methods. The reliability assessment should be made taking into account the service life of a structure, the selected reference period, and the changes in the environment of the structure and possibly anticipated changes in use. This contribution focuses on the verification of models for thermal actions for concrete bridges. An example of updating the design value and partial facto

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Miklas, Petr, Iva Broukalova, and Marek Foglar. "Design of FLM71 Fatigue Loading Model for Fatigue Assessment of Bridge Structures." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-3qefhb.

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This paper presents the FLM71 fatigue loading model, which is suitable for fatigue assessment of bridge structures. The model is built in the form of a train set containing one locomotive and several wagons, corresponding to the equivalent load of railway bridge structures in the Czech Republic in a characteristic load combination. The model was designed on the basis of data on crossing of real train sets on several bridge structures of railway lines from different parts of the Czech Republic. The proposed model is then used in an analysis that compares the results of different methods of fati

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Hawryszkow, Pawel, and Marta Knawa-Hawryszkow. "Building Information Modelling of Concrete Bridges and Residential Building Structures." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-06wqpu.

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A modern „Building Information Modelling” – BIM technology is a subject of this conference paper. It is focused on BIM application in bridge and civil engineering. The computational examples presented in the paper are based on structures made of concrete. Results of BIM modelling together with FEM analyses are discussed. Presented structures’ models were prepared during university courses and as part of the international Erasmus+ project, leaded by several EU countries, in which both authors are involved. The overview of this project includes its objectives, achievements, outlining of new idea

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Vitek, Jan L. "Development of Conceptual Design of Bridges." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-m4xgdv.

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Bridge design developed for centuries. Bridges were originally designed on the basis of experience, during the time a lot of additional criteria influencing the design have been involved. The primary role of the design is played by the design engineer, who is responsible for the evaluation of conditions in the location, design of the bridge structural system, of structural details and of the construction process. The opinions on the structural system changed with development of the design methods. On the other hand, the advanced numerical tools are not able to replace the creativity of the des

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Marek, Jan, Jan Prchal, Jiří Kolisko, David Čítek, Petr Tej, and Lukáš Vrablik. "The Past Decade of UHPFRC Bridges in the Czech Republic." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-3vpefi.

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This paper provides an overview of significant UHPFRC structures built in the Czech Republic over the past decade. The use of precast UHPFRC elements in bridge construction has grown substantially during this period. The accumulated knowledge in design, production, and construction culminated in the publication of the new Czech standard, TP 267, in 2024.Additionally, this paper offers a brief insight into the research and development of this advanced composite material, tracing its progression from laboratory studies to real-world construction applications. Concrete examples illustrate this ev

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Al-Hijazeen, Asseel, and Kálmán Koris. "Smart Health Monitoring of Concrete Bridges Using Digital Twin and Ai Applications." In Concrete Structures and Technology 2024. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-ac7nhw.

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Safety and sustainability of reinforced concrete bridges may be increased by observing their condition during operation and thus accurately predicting their behaviour under various load conditions. This can be achieved through a monitoring system and automatic error detection based on the measured data. By detecting potential issues early on, significant damages can be prevented before they occur. Despite extensive data collection from many monitored bridges, this data often remains unprocessed and uninformative in its raw form. We aim to transform this data into a format that can help to esti

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Reports on the topic "Concrete technology"

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Wilson, Cameron, Nathan Todd, Timothy Barrett, et al. A Mobile Concrete Laboratory to Support Quality Concrete, Technology Transfer, and Training. Purdue University, 2017. http://dx.doi.org/10.5703/1288284316341.

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Choi, Myoungsung, Chiara F. Ferraris, Nicos S. Martys, Van K. Bui, H. R. Trey Hamilton, and Didier Lootens. Research Needs to Advance Concrete Pumping Technology. National Institute of Standards and Technology, 2015. http://dx.doi.org/10.6028/nist.tn.1866.

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Bal’zannikov, Mikhail Ivanovich. IMPROVING THE HPP CONCRETE DAMS CONSTRUCTION TECHNOLOGY. DOI CODE, 2021. http://dx.doi.org/10.18411/0536-1052-2021-747-3-68-77.

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none,. Roadmap 2030: The U.S. Concrete Industry Technology Roadmap. Office of Scientific and Technical Information (OSTI), 2002. http://dx.doi.org/10.2172/1218750.

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Pugh, C., and D. Naus. (Structural mechanics in reactor technology and concrete aging). Office of Scientific and Technical Information (OSTI), 1987. http://dx.doi.org/10.2172/5560590.

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Hudson, Kenneth L., Gene L. Fabian, and Philip G. Malone. Demonstration of Shock-Absorbing Concrete (SACON) Bullet Trap Technology. Defense Technical Information Center, 1999. http://dx.doi.org/10.21236/ada375365.

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Balzannikov, Mikhail Ivanovich. Features of concrete mix preparation technology for low-pressure dams. DOI CODE, 2023. http://dx.doi.org/10.18411/22275398_2023_2_14.

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Chen, Zhenming, Xi Wu, and Lei Jiang. THE KEY TECHNOLOGY FOR CONSTRUCTION OF CONCRETE-FILLED STEEL TUBULAR COMPOSITE COLUMN. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.098.

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Hock, Vincent F., Michael K. McInerney, Erik Kirstein, and Hannon T. Masse. Demonstration of Electro-Osmotic Pulse Technology for Groundwater Intrusion Control in Concrete Structures. Defense Technical Information Center, 1998. http://dx.doi.org/10.21236/ada354112.

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Musial, Walter D., Philipp C. Beiter, and Jacob Nunemaker. Cost of Floating Offshore Wind Energy Using New England Aqua Ventus Concrete Semisubmersible Technology. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1593700.

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