Relevant bibliographies by topics / Concrete age

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Concrete age'

Author: Grafiati
Published: 4 June 2021
Last updated: 6 February 2022

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Journal articles on the topic "Concrete age"

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Schindler, Anton, Benjamin Byard, and Aravind Tankasala. "Mitigation of early-age cracking in concrete structures." MATEC Web of Conferences 284 (2019): 07005. http://dx.doi.org/10.1051/matecconf/201928407005.

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Early-age cracking can adversely affect the behavior and durability of concrete elements. This paper will cover means to mitigate early-age cracking in concrete bridge decks and mass concrete elements. The development of in-place stresses is affected by the shrinkage, coefficient of thermal expansion, setting characteristics, restraint conditions, stress relaxation, and temperature history of the hardening concrete. The tensile strength is impacted by the cementitious materials, the water-cementitious materials ratio, the aggregate type and gradation, the curing (internal/external) provided, a
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Koyankin, A. A., and V. M. Mitasov. "JOINTS IN CONCRETES OF DIFFERENT AGE AND TYPE." Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture 22, no. 6 (2020): 94–104. http://dx.doi.org/10.31675/1607-1859-2020-22-6-94-104.

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The performance and structural reliability of concrete-to-concrete joints play an important role in precast-cast-in-place constructions, since they are responsible for deformation of concretes of different age, type and strength. The paper studies the effect of the joint type on its bearing capacity under shear loads. A horizontal test bench and a standard vertical press are used in the experiment to provide the shear load along the concrete-to-concrete joint (light cast-situ and heavy precast concretes). The following joint installing is considered: a smooth surface, which provides the concre
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Chen, Bo, Jian Tong Ding, and Yue Bo Cai. "Influence of Aggregates on Cracking Resistance of Concrete at Early Age." Applied Mechanics and Materials 151 (January 2012): 474–79. http://dx.doi.org/10.4028/www.scientific.net/amm.151.474.

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In order to investigate influence of aggregates on cracking resistance of concrete at early age, four kinds of aggregates, i.e. syenite, basalt, marble and sandstone, were used for the test on cracking resistance of hydraulic concretes by the temperature stress testing machine. Analogy analysis was carried out with test results of concretes with two gradings of aggregates. The results show that aggregates affect elastic modulus, thermal expansion coefficients and tensile creep behavior of concrete at early age. However, the temperature rise of concrete was slightly affected by various types an
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Jin, Hu. "Late-Age Properties of Concrete with Different Binders Cured under 45°C at Early Ages." Advances in Materials Science and Engineering 2017 (2017): 1–13. http://dx.doi.org/10.1155/2017/8425718.

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It is commonly accepted that high curing temperature (near 60°C or above) results in reduced mechanical properties and durability of concrete compared to normal curing temperature. The internal temperature of concrete structures at early ages is not so high as 60°C in many circumstances. In this paper, concretes were cured at 45°C at early ages and their late-age properties were studied. The concrete cured at 20°C was employed as the reference sample. Four different concretes were used: plain cement concrete, concrete containing fly ash, concrete containing ground granulate blast furnace slag
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Holt, Erika E., and Donald J. Janssen. "Influence of Early Age Volume Changes on Long-Term Concrete Shrinkage." Transportation Research Record: Journal of the Transportation Research Board 1610, no. 1 (1998): 28–32. http://dx.doi.org/10.3141/1610-05.

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Volume changes can occur in concrete during the first 24 hr and are generally missed in laboratory shrinkage evaluations. Unfortunately these early age volume changes are present in real pavements and structures and can contribute to the cracking behavior of the concrete at later ages. Early age volume changes can occur in two forms: drying shrinkage before the start of curing and autogenous volume changes. Although these early age volume changes are often dismissed as being insignificant, recent work in Europe has identified magnitudes for early age volume changes of some concretes that are e
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Tichý, Jan, Pavel Kasal, Václav Lorenc, Petr Cikrle, and Dalibor Kocáb. "Measurement of Early-Age Strength of Concrete." Solid State Phenomena 309 (August 2020): 98–102. http://dx.doi.org/10.4028/www.scientific.net/ssp.309.98.

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Construction company Skanska a.s. is active in the field of reinforcement structures. Skanska finds measuring of early-age compressive strength very important because of removing of the formwork. This paper deals with three nondestructive methods for estimating compressive strength. Skanska started a collaboration with institute of building testing FAST VUT at the beginning of the year. Collaboration was focused on measuring of early-age strength of concrete with rebound hammer SilverSchmidt PC L. The paper includes the equation for calculation of compressive strength of C 30/37 XC4 from the r
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Li, Yun Feng, Rong Qiang Du, and Fan Ying Kong. "Analysis of Concrete Early-Age Shrinkage Based on the Theory of Humidity Diffusion." Key Engineering Materials 462-463 (January 2011): 183–87. http://dx.doi.org/10.4028/www.scientific.net/kem.462-463.183.

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The early-age shrinkage cracking of concrete plays an important role to the accelerated deterioration and shortening the service life of concrete structures. Modern concretes are more sensitive to cracking immediately after setting, which is due to material characteristics (lower water/binder ratio and higher cement content) and external environmental fluctuations (humidity and temperature change). Determination of concrete free shrinkage is the basis of shrinkage cracking research. Analytical models of the autogenous shrinkage and drying shrinkage are established in this paper. The calculated
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Wendner, Roman, Kresimir Nincevic, Ioannis Boumakis, and Lin Wan. "Age-Dependent Lattice Discrete Particle Model for Quasi-Static Simulations." Key Engineering Materials 711 (September 2016): 1090–97. http://dx.doi.org/10.4028/www.scientific.net/kem.711.1090.

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For decades, concrete plays an important role worldwide as a structural material. Construction planning and reliability assessment require a thorough insight of the effects that determine concrete lifetime evolution. This study shows the experimental characterization as well as the results of subsequent aging simulations utilizing and coupling a Hygro-thermo-chemical (HTC) model and the Lattice Discrete Particle Model (LDPM) with aging effects for concretes at various early ages. The HTC component of the computational framework allows taking into account any form of environmental curing condit
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Winters, James B., and Charles W. Dolan. "Concrete breakout capacity of cast-in-place concrete anchors in early-age concrete." PCI Journal 59, no. 1 (2014): 114–31. http://dx.doi.org/10.15554/pcij.01012014.114.131.

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Kitouni, S., and H. Houari. "Lightweight concrete with Algerian limestone dust: Part I: Study on 30% replacement to normal aggregate at early age." Cerâmica 59, no. 352 (2013): 600–608. http://dx.doi.org/10.1590/s0366-69132013000400017.

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The mechanical characteristics of the lightweight aggregate concretes (LWAC) strongly depend on the proportions of aggregates in the formulation. In particular, because of their strong porosity, the lightweight aggregates are much more deformable than the cementations matrix and their influence on concrete strength is complex. This paper focuses on studying the physical performance of concrete formulated with substitution of 30% of coarse aggregates by limestone dust. In this article an attempt is made to provide information on the elastic properties of lightweight concrete (LWC) from tests ca
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Dissertations / Theses on the topic "Concrete age"

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Meadows, Jason Lee. "Early-age cracking of mass concrete structures." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/MEADOWS_JASON_53.pdf.

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Meadows, Jason Lee Schindler Anton K. "Early-age cracking of mass concrete structures." Auburn, Ala., 2007. http://repo.lib.auburn.edu/2007%20Spring%20Theses/MEADOWS_JASON_53.pdf.

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Holt, Erika E. "Early age autogenous shrinkage of concrete /." Thesis, Connect to this title online; UW restricted, 2001. http://hdl.handle.net/1773/10113.

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luo, Cheng Hong. "Early age thermal cracking of concrete." Thesis, University of Leeds, 1998. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.589517.

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Altoubat, Salah Ahmed. "Early age stresses and creep-shrinkage interaction of restrained concrete." Full text available online (restricted access), 2000. http://images.lib.monash.edu.au/ts/theses/Altoubat.pdf.

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Zhuang, Jianmin. "Evaluation of concrete mix designs to mitigate early-age shrinkage cracking in bridge decks." Pullman, Wash. : Washington State University, 2009. http://www.dissertations.wsu.edu/Thesis/Summer2009/j_zhuang_072709.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, August 2009.<br>Title from PDF title page (viewed on Sept. 21, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 93-96).
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Tajik, Nosratollah. "The early age thermal cracking in concrete structures." Thesis, University of Westminster, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.502220.

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Investigations on the assumptions, the limitations and the factors influencing the development of early age thermal cracking in concrete have been carried out for many decades, but there is a better understanding of these phenomena in the recent years. Review of the literature on the early age thermal cracking (EATC) of concrete structures has shown that this phenomenon is very important and has significant influence on the durability, serviceability and aesthetically aspects of concrete structures, however despite this its mechanisms are still not well understood. Furthermore, most efforts to
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Whigham, Jared Anthony. "Evaluation of restraint stresses and cracking in early-age concrete with the rigid cracking frame." Auburn, Ala., 2005. http://repo.lib.auburn.edu/2005%20Summer/master's/WHIGHAM_JARED_54.pdf.

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Schell, Troy H. "Field observations of the early-age behavior of jointed plain concrete pavements." Morgantown, W. Va. : [West Virginia University Libraries], 2001. http://etd.wvu.edu/templates/showETD.cfm?recnum=1963.

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Thesis (M.S.)--West Virginia University, 2001.<br>Title from document title page. Document formatted into pages; contains xvi, 313 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 301-304).
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Ye, Gang. "Carbon dioxide uptake by concrete through early-age curing." Thesis, McGill University, 2003. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=19587.

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Due to the anthropogenic activities, the increasing carbon dioxide concentration in the atmosphere is disturbing the natural equilibrium of the greenhouse gas, and causes the global temperature rise. In 1990, the CO2 emission from fossil fuel fired power plants contributed 30% of global emissions. In the same year, the cement industry contributed about 5% of the total. According to Kyoto Protocol, a tremendous effort is required to reduce the carbon dioxide emission. One potential technology in CO2 mitigation responses is the use of concrete products as carbon sink through the early age fast c
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Books on the topic "Concrete age"

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Construction Industry Research and Information Association., ed. Early-age thermal crack control in concrete. CIRIA, 2007.

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Videla, Carlos. Early-age thermal cracking and bond in reinforced concrete. University of Birmingham, 1989.

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International Workshop on Control of Cracking in Early Age Concrete (2000 Sendai-shi, Miyagi-ken, Japan). Control of cracking in early age concrete: Proceedings of the International Workshop on Control of Cracking in Early Age Concrete, Sendai, Japan, 23-24 August 2000. A.A. Balkema, 2002.

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Ceylan, Halil. Impact of curling, warping, and other early-age behavior on concrete pavement smoothness: Early, frequent, and detailed (EFD) study. Center for Transportation Research and Education, Iowa State University, 2005.

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Bjøntegaard, Øyvind, Tor Arne Martius-Hammer, Matias Krauss, and Harald Budelmann. RILEM Technical Committee 195-DTD Recommendation for Test Methods for AD and TD of Early Age Concrete. Springer Netherlands, 2015. http://dx.doi.org/10.1007/978-94-017-9266-0.

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The influence of fly ash and early-age curing temperature on the durability and strength of high-performance concrete. National Library of Canada = Bibliothèque nationale du Canada, 1999.

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Ranzi, Gianluca, ed. Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.

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&lt;p&gt;Steel-concrete composite structures are widely used throughout the world for buildings and bridges. A distinguishing feature of this form of construction is the combination of concrete and steel components to achieve enhanced structural performance. &lt;p&gt;The time-dependent response of concrete and its infl uence on the service behaviour and design of composite structures are the main focus of this SED. For the fi rst time, a publication combines a state-of-the-art review of the research with the available design specifi cations of Europe, Australia and New Zealand, and USA. This p
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Cresti, Emanuela, and Iørn Korzen, eds. Language, Cognition and Identity. Extensions of the endocentric/exocentric language typology. Firenze University Press, 2010. http://dx.doi.org/10.36253/978-88-6453-226-4.

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An endocentric language is a language whose verbs are lexically precise and concrete whereas its nouns are abstract and vague. An exocentric language has lexically precise and concrete nouns and abstract verbs. The Germanic languages prove to be endocentric and the Romance languages exocentric. The lexical differences entail differences at other levels as well, linguistic as well as extralinguistic. This multilingual volume contains a selection of papers presented at the two day Italian-Danish linguistic seminar Lingua, cognizione e identità: estensioni della tipologia delle lingue endo- ed es
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Maffei, Paola, and Gian Maria Varanini, eds. Honos alit artes. Studi per il settantesimo compleanno di Mario Ascheri. III. Il cammino delle idee dal medioevo all’antico regime. Firenze University Press, 2015. http://dx.doi.org/10.36253/978-88-6655-632-9.

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The essays gathered in the volume, thanks to a long series of in-depth studies, have resulted in a closer look at many crucial milestones in the history of European legal and political philosophy, both from the perspective of the common ”ius commune” (civil and canon) and in particular rights of the individual jurisdictions. Analysis of strictly theoretical aspects are analyzed along with reviews on the subject of specific and concrete experiences; also stories from books and texts have been analyzed as elements of solicitation of cultural debate.
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Karpenko, Ivan. Philosophy of Physics: towards new Principles of Scientific Knowledge. INFRA-M Academic Publishing LLC., 2021. http://dx.doi.org/10.12737/1141769.

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The author analyzes a number of key problems of modern physics and cosmology, offers original interpretations and solutions, and also discusses the prospects for the development of science in the context of attempts to create a "theory of everything". The monograph pays special attention to the physical theories of the multiverse, the new principles of scientific knowledge resulting from these theories, and the connection between consciousness and concrete physical reality.&#x0D; It is intended both for those who are just discovering the world of philosophy of science in the most fundamental f
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Book chapters on the topic "Concrete age"

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Waller, Vincent, and Buqan Miao. "Concrete at an Early Age." In Mechanical Behavior of Concrete. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118557587.ch7.

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Soutsos, Marios, and Peter Domone. "Early-age properties of concrete." In Construction Materials. CRC Press, 2017. http://dx.doi.org/10.1201/9781315164595-22.

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Ulm, Franz-Josef, Jean-Michel Torrenti, Benoît Bissonette, and Jacques Marchand. "Modeling Concrete at an Early Age." In Mechanical Behavior of Concrete. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118557587.ch8.

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Johnson, Cedric C. "Black Roses, Cracked Concrete." In Race, Religion, and Resilience in the Neoliberal Age. Palgrave Macmillan US, 2016. http://dx.doi.org/10.1057/9781137526144_3.

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Huang, Xin Min, and Cheng Yong Yang. "Early-Age Concrete Cover Crack and Its Effects on Concrete Cover." In Environmental Ecology and Technology of Concrete. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.630.

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Stefan, L., F. Benboudjema, J. M. Torrenti, and B. Bissonnette. "Percolation and Early Age Behavior of Concrete." In Thermo-Hydromechanical and Chemical Coupling in Geomaterials and Applications. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118623565.ch62.

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Stefan, Lavinia, Farid Benboudjema, Jean Michel Torrenti, and Benoît Bissonette. "Modeling Concrete at Early Age Using Percolation." In Advanced Structured Materials. Springer Berlin Heidelberg, 2010. http://dx.doi.org/10.1007/978-3-642-05241-5_17.

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Dabarera, Arosha, Liang Li, Jiahang Li, Vishvendra Singh Jamwal, Qifan Yang, and Vinh Dao. "Age-Adjusted Effective Elastic Modulus of High-Performance Concrete at Early Age." In RILEM Bookseries. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-72921-9_1.

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Suksawang, Nakin, and Daniel Yohannes. "Using Fiber Reinforced Concrete to Control Early-Age Shrinkage in Replacement Concrete Pavement." In RILEM Bookseries. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-58482-5_2.

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Sonker, Tripti, Anupam Rawat, and Rakesh Kumar. "Monitoring Methods of Concrete from Early Age Strength Gain of Concrete: A Review." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5195-6_52.

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Conference papers on the topic "Concrete age"

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Subramaniam, Kolluru V., John S. Popovics, and Surendra P. Shah. "Nondestructive Monitoring of Early Age Concrete." In Engineering Mechanics Conference 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40495(302)6.

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Hermerschmidt, Wibke, and Harald Budelmann. "Creep of Early Age Concrete under Variable Stress." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.111.

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Rhardane, A. "Numerical simulation of microcracking induced by drying shrinkage in early age cement pastes." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.235657.

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Rifai, Farah, Aveline Darquennes, Farid Benboudjema, Bensoit Muzeau, and Lavinia Stefan. "Study of Shrinkage Restraint Effects at Early-Age in Alkali-Activated Slag Mortars." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.240.

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Benboudjema, F. "Early age behaviour of concrete nuclear containments." In 2nd International RILEM Symposium on Advances in Concrete through Science and Engineering. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580028.050.

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Löfgren, Ingemar. "Early age cracking of self-compacting concrete." In International RILEM Conference on Volume Changes of Hardening Concrete: Testing and Mitigation. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580052.027.

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Gasch, Tobias, Andreras Sjölander, Richard Malm, and Anders Ansell. "A coupled multi-physics model for creep, shrinkage and fracture of early-age concrete." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.139.

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Roziere, E. "Tensile strength of concrete at early-age: New experimental procedure and influence of mix-design parameters." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.233050.

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Berke, N. "Early age shrinkage and moisture loss of concrete." In International RILEM Symposium on Concrete Science and Engineering: A Tribute to Arnon Bentur. RILEM Publications SARL, 2004. http://dx.doi.org/10.1617/2912143586.021.

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Kassim, M. M. "Effects of revibration on early age retarded concrete." In HPSM2012. WIT Press, 2012. http://dx.doi.org/10.2495/hpsm120081.

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Reports on the topic "Concrete age"

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Winters, James, and Charles W. Dolan. Concrete Breakout Capacity of Cast-in-Place Anchors in Early Age Concrete. Precast/Prestressed Concrete Institute, 2013. http://dx.doi.org/10.15554/pci.rr.conn-003.

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Esselman, Thomas, Paul Bruck, and Thomas M. Rosseel. Expected condition of concrete exposed to radiation at age 80 years of reactor operation. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1468217.

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Baral, Aniruddha, Jeffery Roesler, and Junryu Fu. Early-age Properties of High-volume Fly Ash Concrete Mixes for Pavement: Volume 2. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-031.

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High-volume fly ash concrete (HVFAC) is more cost-efficient, sustainable, and durable than conventional concrete. This report presents a state-of-the-art review of HVFAC properties and different fly ash characterization methods. The main challenges identified for HVFAC for pavements are its early-age properties such as air entrainment, setting time, and strength gain, which are the focus of this research. Five fly ash sources in Illinois have been repeatedly characterized through x-ray diffraction, x-ray fluorescence, and laser diffraction over time. The fly ash oxide compositions from the sam
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Issa, Mohsen. Effect of Early-Age Concrete Elastic Properties on Fatigue Damage in PCC Pavements Containing Fibers. Illinois Center for Transportation, 2017. http://dx.doi.org/10.36501/0197-9191/17-025.

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Su, Yeng-Fang, Guangshuai Han, and Na Lu. Determining the Optimal Traffic Opening Timing Through an In-Situ NDT Method for Concrete Early Age Properties. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317113.

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Weiss, W. Jason, Chunyu Qiao, Burkan Isgor, and Jan Olek. Implementing Rapid Durability Measure for Concrete Using Resistivity and Formation Factor. Purdue University, 2020. http://dx.doi.org/10.5703/1288284317120.

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The durability of in-place concrete is a high priority issue for concrete pavements and bridges. Several studies have been conducted by INDOT to use electrical resistivity as a measure of fluid transport properties. Resistivity is dependent on the chemistry of the cement and supplementary cementitious system used, as such it has been recommended that rather than specifying resistivity it may be more general to specify the formation factor. Samples were tested to establish the current levels of performance for concrete pavements in the state of Indiana. Temperature and moisture corrections are
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Baral, Aniruddha, Jeffrey Roesler, M. Ley, et al. High-volume Fly Ash Concrete for Pavements Findings: Volume 1. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-030.

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High-volume fly ash concrete (HVFAC) has improved durability and sustainability properties at a lower cost than conventional concrete, but its early-age properties like strength gain, setting time, and air entrainment can present challenges for application to concrete pavements. This research report helps with the implementation of HVFAC for pavement applications by providing guidelines for HVFAC mix design, testing protocols, and new tools for better quality control of HVFAC properties. Calorimeter tests were performed to evaluate the effects of fly ash sources, cement–fly ash interactions, c
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Bell, Haley P., Reed B. Freeman, and E. R. Brown. Evaluation Criteria for Aged Asphalt Concrete Surfaces; Phase II. Defense Technical Information Center, 2008. http://dx.doi.org/10.21236/ada481928.

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Rahman, Mohammad, Ahmed Ibrahim, and Riyadh Hindi. Bridge Decks: Mitigation of Cracking and Increased Durability—Phase III. Illinois Center for Transportation, 2020. http://dx.doi.org/10.36501/0197-9191/20-022.

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Early-age cracking in concrete decks significantly reduces the service life of bridges. This report discusses the application of various concrete mixtures that include potential early mitigation ingredients. Large-scale (7 ft × 10 ft) experimental bridge prototypes with similar restraint conditions found in actual bridges were poured with different concrete mixtures to investigate mitigation techniques. Portland cement (control), expansive Type K cement, internally cured lightweight aggregate (LWA), shrinkage-reducing admixture (SRA), and gypsum mineral were investigated as mitigating ingredie
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Peters, Vanessa. Meeting Learners Where They Are: Using Microsoft Forms to Drive Improvement in Learning Outcomes. Digital Promise, 2018. http://dx.doi.org/10.51388/20.500.12265/52.

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This qualitative study was designed to explore how teachers are using Microsoft Forms to improve student learning outcomes in primary and secondary school classrooms. Twenty-two teachers —both experienced and new Forms users— participated in an interview about how they used Forms in their teaching. This report provides concrete examples of teachers’ use of Forms and describes their support needs for starting to use this tool in the classroom. School leaders and instructional technology coaches can use the report to inform implementation plans and training on Microsoft Forms.
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