Relevant bibliographies by topics / Curing of concret

Contents

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

Academic literature on the topic 'Curing of concret'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Curing of concret"

1

B.A., Usov, and Okolnikova G.E. "The chemical additives in the prefabricated reinforced concret technology." Ekologiya i stroitelstvo 4 (2015): 7–14. http://dx.doi.org/10.35688/2413-8452-2015-04-002.

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The article presents research data of concrete with chemical admixtures for precast concrete. To the additives are hardening accelerators, systems-based accelerators, plasticizers and air-entraining additives. The authors studied the effect of the addition of electrolytes (NаСl, Nа2SО4 СаСl2, Са(NO3)2), complex additives (on the basis of the electrolytes and plasticizers, air-entraining additives SPD and mikrokremnezema) on properties of concrete, strength of concrete steamed and some of its properties. By accelerating the effect of electrolyte additives studied were located in the sequence: С
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Jeong, Jin-Hoon, and Dan G. Zollinger. "Development of Test Methodology and Model for Evaluation of Curing Effectiveness in Concrete Pavement Construction." Transportation Research Record: Journal of the Transportation Research Board 1861, no. 1 (2003): 17–25. http://dx.doi.org/10.3141/1861-03.

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Early-age moisture loss from the surface of a concrete pavement may induce undesirable effects that play a factor in long-term performance. Early-age detrimental behavior such as slab curling, warping, delamination, and even plastic shrinkage cracking are affected by the amount of evaporation and the effectiveness of the curing medium. The rate of evaporation is a key item in the monitoring of the quality of the curing. However, most approaches for this are largely empirical and are useful only under laboratory conditions. The effective curing thickness concept is introduced as a method to eva
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Sanni, Shankar H., and Dr R. B. Khadiranaikar Dr. R. B. Khadiranaikar. "Performance Of Geopolymer Concrete Under Various Curing Conditions." International Journal of Scientific Research 2, no. 3 (2012): 178–80. http://dx.doi.org/10.15373/22778179/mar2013/57.

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Arsude, Ms Ankita, and Dr A. W. Dhawale. "Strength Characteristics of Self Curing Concrete Incorporating Polyethylene Glycol-400." Journal of Advances and Scholarly Researches in Allied Education 15, no. 2 (2018): 330–33. http://dx.doi.org/10.29070/15/56841.

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Bashandy, Alaa A., Nageh N. Meleka, and Mohamed M. Hamad. "Comparative study on the using of PEG and PAM as curing agents for self-curing concrete." Challenge Journal of Concrete Research Letters 8, no. 1 (2017): 1. http://dx.doi.org/10.20528/cjcrl.2017.01.001.

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There are many factors, which may affect on concrete quality. One of those is concrete curing. Self-curing concrete is the solution. It may produce by using chemical curing agents. The concept of those agents is to reduce the water evaporation from concrete. This research aims to study the effect of chemical curing agents on the behavior of self-curing concrete. Two different chemical curing agents were used to study the main mechanical properties of concrete. The main variables are; the type of curing agent (Polyethylene glycol "PEG400"–Poly Acrylamide "PAM") and its dosages. The results obta
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Medeiros-Junior, Ronaldo A., Maryangela Geimba de Lima, and Carlos Eduardo Tino Balestra. "Influence of Distinct Curing Environments on the Compressive Strength of Concrete." Journal of Engineering, Project, and Production Management 8, no. 2 (2018): 56–64. http://dx.doi.org/10.32738/jeppm.201807.0001.

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Joshaghani, Alireza, and Dan G. Zollinger. "Assessment of Concrete Pavement Set Gradient Based on Analysis of Slab Behavior and Field Test Data." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 6 (2019): 512–23. http://dx.doi.org/10.1177/0361198119849900.

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This paper discusses how the set gradient in a jointed concrete slab is related to the cracking performance and its effects on fatigue crack model calibration. The role of curing quality on-set and how curing quality parameters are related to the set gradient is also discussed. To assess the impacts of curing practices on the set gradient of a newly constructed concrete slab, a field investigation was undertaken at the Florida Department of Transportation State Materials Office in Gainesville, Florida. This study investigated early age concrete pavement behavior with respect to the development
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Hajibabaee, Amir, and M. Tyler Ley. "The impact of wet curing on curling in concrete caused by drying shrinkage." Materials and Structures 49, no. 5 (2015): 1629–39. http://dx.doi.org/10.1617/s11527-015-0600-z.

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Shafeeque.V, Mohammed, Sanofar P.B, Praveen K.P, Jithin Raj, Nikhil V.P, and Gopikrishna P.M. "Strength comparison of self-curing concrete and Normal curing concrete." International Journal of Civil Engineering 3, no. 3 (2016): 56–61. http://dx.doi.org/10.14445/23488352/ijce-v3i3p110.

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López, W., S. Feliu, J. A. González, and Mª Carmen Andrade. "La importancia del curado en el comportamiento posterior frente a la corrosión de las estructuras de hormigón armado." Materiales de Construcción 41, no. 223 (1991): 5–17. http://dx.doi.org/10.3989/mc.1991.v41.i223.735.

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Dissertations / Theses on the topic "Curing of concret"

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Sadi, Jarjes, and Safaa Aqel. "Skillnader i betongens härdningsprocess : Lämplighet enligt den europeiska och svenska standarden." Thesis, Högskolan i Halmstad, Akademin för ekonomi, teknik och naturvetenskap, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hh:diva-40356.

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Betongindustrin ska enligt standard, varje vecka gjuta minst en kub per betongfamilj för att avstämma att hållfastheten som tillverkas inte understiger hållfastheten som kunden efterfrågat. Hållfastheten får inte vara lägre än den efterfrågade, men ingen standard påpekar hur mycket den kan överstiga. Dock kan en högre hållfasthet påverka konstruktionen negativt. En liten blandningsmassa tas ut från blandaren innan den skickas iväg till arbetsplatsen för att härdas i 28 dygn innan den trycks. Massan hälls i en kub och härdas i olika steg som ska utföras enligt standard. Det finns två olika härd
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Wang, Jinsong. "Membrane curing and performance of concrete." Thesis, University of Dundee, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.257442.

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Pheeraphan, Thanakorn. "Accerlated curing of concrete with microwave energy." Thesis, Massachusetts Institute of Technology, 1997. http://hdl.handle.net/1721.1/10733.

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Heritage, Ian. "Direct electric curing of mortar and concrete." Thesis, Edinburgh Napier University, 2001. http://researchrepository.napier.ac.uk/Output/6571.

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Direct electric curing is the method by which the hydration reactions within concrete are thermally accelerated by passing an alternating electric current through the sample. This use of electricity as a means of supplying heat to young concrete and mortar has become recognised as a more effective and energy efficient form of accelerating the curing process than traditional steam curing. The present investigation involves studying the affects of thermally accelerated curing of cementitious materials in comparison to normally non-heated curing. Prior to mixing, tests are performed on the consti
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Rostami, Vahid. "Development of early carbonation curing to replace steam curing for precast dry-mix concrete." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=114470.

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Early carbonation curing technology was developed to replace steam curing for precast dry-mix concrete production. To facilitate carbon dioxide diffusion in concrete within 24-h after casting, presetting is necessary. It was accomplished by a short steam curing or by a controlled air curing. Carbonation was carried out after presetting at a gas pressure of 0.15 MPa and in a period of two hours. The performance of carbonated concretes was characterized by their carbon uptake, strength gain, pH values, calcium hydroxide content, permeability, sorptivity, freeze-thaw damage resistance and sulphat
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Prada, Julian Ignacio. "Development of high performance concrete for prestressed bridges." Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/19487.

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Agbasi, Chukwuemeka Chijioke. "New approaches for assessing the curing of concrete." Thesis, University of London, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.249326.

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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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Idowu, Olusola Ige. "Effect of improper curing on concrete properties that may affect concrete durability." Thesis, University of Leeds, 2017. http://etheses.whiterose.ac.uk/19158/.

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The use of concrete increasing annually due its favourable properties and readily availability. Demand for concrete will continue to increase and it will remain the world’s most important construction materials for many years to come. However, the use of Portland cement concrete has an environmental burned, and so in a drive to reduce the carbon footprint of construction, there is widespread attention directed towards the utilisation of wastes and industrial by-products to minimise Portland cement (PC) consumption. The cement industry increasingly uses additions, such as fly ash. The literatur
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BESERRA, Simone Ataíde. "Influência do tipo e do tempo de duração de cura nas propriedades mecânicas de concretos de alto desempenho (CAD) produzidos em períodos quente (t>25°C) e de baixa umidade relativa do ar (h<50%)." Universidade Federal de Goiás, 2005. http://repositorio.bc.ufg.br/tede/handle/tde/686.

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Made available in DSpace on 2014-07-29T15:03:41Z (GMT). No. of bitstreams: 1 Dissertacao Simone Ataide Beserra.pdf: 2438283 bytes, checksum: abbcdf2cacf8c82fb112904e30a3c176 (MD5) Previous issue date: 2005-06-07<br>In the case of conventional concrete, small constructive defects, variations of mix proportion or even inadequate curings can not compromise significantly the material. No longer HPC demands a severity in the control since its dosage until the execution, therefore any imperfection can bring serious damages to the material or the structure. Amongst the relative aspects most importa
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Books on the topic "Curing of concret"

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Kafry, I. D. Direct electric curing of concrete: Basic design. Whittles Publishing, 1993.

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Nowakowski, Bolesław. Z badań nad niektórymi metodami przyspieszonego dojrzewania tworzyw cementowych. Wydawn. Politechniki Poznańskiej, 1985.

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Poole, Toy S. Guide for curing of portland cement concrete pavements. Federal Highway Administration, 2005.

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Poole, Toy S. Guide for curing of Portland cement concrete pavements. Turner-Fairbank Highway Research Center, Research, Development, and Technology, 2006.

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Shvedov, V. N. Usadka i treshchinostoĭkostʹ betonov. "Shtiint͡s︡a", 1985.

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N, Chumadov L., ed. Ėlektroprogrev i͡a︡cheistogo betona v germetizirovannykh paketakh termoform. Kolʹskiĭ nauch. t͡s︡entr AN SSSR, 1991.

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Formwork striking times: Criteria, prediction and methods of assessment. Construction Industry Research and Information Association, 1995.

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Harrison, T. A. Formwork striking times: Methods of assessment. 2nd ed. C.I.R.I.A., 1987.

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Mart͡sinkevich, V. L. Ėnergosberegai͡ushchai͡a tekhnologii͡a uskorennogo tverdenii͡a betona. "Navuka i tėkhnika", 1990.

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Hong, Chen Zhang. Air permeability of cover concrete and the effect of curing. British Cement Association, 1989.

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Book chapters on the topic "Curing of concret"

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Han, Baoguo, Liqing Zhang, and Jinping Ou. "Self-Curing Concrete." In Smart and Multifunctional Concrete Toward Sustainable Infrastructures. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-4349-9_4.

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Hasan, Nausherwan. "Concrete Mixing Placing and Curing." In Durability and Sustainability of Concrete. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51573-7_4.

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Antonyan, Ashot. "Concrete Hydraulic Curing Under Different Moisture Conditions." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-83917-8_42.

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Suryawanshi, Nagesh T., and Sunil B. Takare. "Self-curing Possibilities of Polygel in Ordinary Concrete." In Smart Technologies for Energy, Environment and Sustainable Development. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6148-7_24.

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Manwatkar, Mohit, and P. Y. Pawade. "Effects of Temperature Curing on Concrete with Silica." In Smart Technologies for Energy, Environment and Sustainable Development. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6148-7_35.

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Bin Wan Ibrahim, Mohd Haziman, Shahiron Shahidan, Hassan Amer Algaifi, Ahmad Farhan Bin Hamzah, and Ramadhansyah Putra Jaya. "CBA Self-compacting Concrete Exposed to Water Curing." In Properties of Self-Compacting Concrete with Coal Bottom Ash Under Aggressive Environments. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2395-0_2.

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Yuan, Jian-Bo, Jia-Liang Yao, Hui-Cong Wang, and Ming-Jie Qu. "Membrane-Forming Performance and Application of Emulsion Wax Curing Agent (EWCA) for Cement Concrete Curing." In Materials for Sustainable Infrastructure. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-61633-9_18.

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Sargon, Simon P., Eslam Y. Gomaa, Cedric Kashosi, Ahmed A. Gheni, and Mohamed A. ElGawady. "Effect of Curing Temperatures on Zero-Cement Alkali-Activated Mortars." In International Congress on Polymers in Concrete (ICPIC 2018). Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_70.

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Ramineni, Krishneswar, Narendra Kumar Boppana, and Manikanteswar Ramineni. "Performance Studies on Self-Compacting Geopolymer Concrete at Ambient Curing Condition." In International Congress on Polymers in Concrete (ICPIC 2018). Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78175-4_64.

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Jacob, Chinnu Susan, and Vidya Jose. "Study on Mechanical Properties of Self Healing Self Curing Concrete." In Lecture Notes in Civil Engineering. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-26365-2_85.

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Conference papers on the topic "Curing of concret"

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Shi, Shi, Yun Bai, H. Li, D. L. Xu, and P. A. Muhammed Basheer. "Comparative Study of Alkali-Activated Fly Ash Manufactured Under Pulsed Microwave Curing and Thermal Oven Curing." In International Conference on the Durability of Concrete Structures. Purdue University Libraries Scholarly Publishing Services, 2014. http://dx.doi.org/10.5703/1288284315483.

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Lura, P. "Pumice aggregates for internal water curing." In International RILEM Symposium on Concrete Science and Engineering: A Tribute to Arnon Bentur. RILEM Publications SARL, 2004. http://dx.doi.org/10.1617/2912143586.013.

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Siddique, Zahidul, Mustaque Hossain, and Dave Meggers. "Curling and Curling Stresses of New Concrete Pavements." In Airfield and Highway Pavements Specialty Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40838(191)57.

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Li, Guo, Xiaoling Li, Rongrong Wei, Jianmin Du, and Xiaosuo Wu. "Concrete Carbonation and Chloride Resistance Under Initial Hot Water Curing." In International Conference on the Durability of Concrete Structures. Purdue University Libraries Scholarly Publishing Services, 2014. http://dx.doi.org/10.5703/1288284315383.

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Mirmomeni, Mahsa, Amin Heidarpour, Erik Schlangen, and Scott Smith. "Effect of Post-Fire Curing on the Residual Mechanical Properties of Fire-Damaged Self-Compacting Concrete." In 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2016. http://dx.doi.org/10.21012/fc9.027.

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Yu, Zhuqing, Jian Ma, Hu Shi, Xiaodong Shen, and Guang Ye. "Delayed Ettringite Formation in Fly Ash Concrete under Moist Curing Conditions." In International Conference on the Durability of Concrete Structures. Purdue University Press, 2016. http://dx.doi.org/10.5703/1288284316127.

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Ha, Ju-hyung, Youn-su Jung, and Yun-gu Cho. "Development of Automated Curing System for Mass Concrete." In 30th International Symposium on Automation and Robotics in Construction and Mining; Held in conjunction with the 23rd World Mining Congress. International Association for Automation and Robotics in Construction (IAARC), 2013. http://dx.doi.org/10.22260/isarc2013/0055.

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Schmidt, Markus, and Volker Slowik. "Capillary Pressure Controlled Concrete Curing in Pavement Construction." In 2013 Airfield & Highway Pavement Conference. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413005.023.

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Venkidusamy, Naveenraj, Kulanthaivel Ponnusamy, and Denesh Kuppanan Chenniappan. "Experimental study on polymer based self curing concrete." In 3RD NATIONAL CONFERENCE ON CURRENT AND EMERGING PROCESS TECHNOLOGIES – CONCEPT 2020. AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0011057.

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Lv, Henglin, Haijian Xie, Shuchun Zhou, and Sun Lei. "Study on Deterioration Mechanism and Prevention and Curing Techniques of an RC Bunker." In International Conference on the Durability of Concrete Structures. Purdue University Libraries Scholarly Publishing Services, 2014. http://dx.doi.org/10.5703/1288284315425.

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Reports on the topic "Curing of concret"

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Meeks, Kenneth W., and Nicholas J. Carino. Curing of high-performance concrete:. National Institute of Standards and Technology, 1999. http://dx.doi.org/10.6028/nist.ir.6295.

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Carino, Nicholas J., and Kenneth W. Meeks. Curing of high-performance concrete:. National Institute of Standards and Technology, 2001. http://dx.doi.org/10.6028/nist.ir.6505.

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Howard, Isaac, Thomas Allard, Ashley Carey, Matthew Priddy, Alta Knizley, and Jameson Shannon. Development of CORPS-STIF 1.0 with application to ultra-high performance concrete (UHPC). Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40440.

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This report introduces the first release of CORPS-STIF (Concrete Observations Repository and Predictive Software – Structural and Thermodynamical Integrated Framework). CORPS-STIF is envisioned to be used as a tool to optimize material constituents and geometries of mass concrete placements specifically for ultra-high performance concretes (UHPCs). An observations repository (OR) containing results of 649 mechanical property tests and 10 thermodynamical tests were recorded to be used as inputs for current and future releases. A thermodynamical integrated framework (TIF) was developed where the
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Newbolds, Scott, and J. Olek. Influence of Curing Conditions on Strength Properties and Maturity Development of Concrete. Purdue University, 2002. http://dx.doi.org/10.5703/1288284313251.

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Roesler, Jeffery, Sachindra Dahal, Dan Zollinger, and W. Jason Weiss. Summary Findings of Re-engineered Continuously Reinforced Concrete Pavement: Volume 1. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-011.

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This research project conducted laboratory testing on the design and impact of internal curing on concrete paving mixtures with supplementary cementitious materials and evaluated field test sections for the performance of crack properties and CRCP structure under environmental and FWD loading. Three experimental CRCP sections on Illinois Route 390 near Itasca, IL and two continuously reinforced concrete beams at UIUC ATREL test facilities were constructed and monitored. Erodibility testing was performed on foundation materials to determine the likelihood of certain combinations of materials as
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