Relevant bibliographies by topics / High Volume Fly Ash

Contents

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

Academic literature on the topic 'High Volume Fly Ash'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

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Journal articles on the topic "High Volume Fly Ash"

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Dr. R.R Singh, Dr R. R. Singh, and Er Arpan Jot Singh Sidhu. "High Volume Fly Ash Concrete." International Journal of Scientific Research 3, no. 6 (2012): 142–45. http://dx.doi.org/10.15373/22778179/june2014/50.

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Wu, Jian Hua, Xin Cheng Pu, Fang Liu, and Chong Wang. "High Performance Concrete with High Volume Fly Ash." Key Engineering Materials 302-303 (January 2006): 470–78. http://dx.doi.org/10.4028/www.scientific.net/kem.302-303.470.

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The emphasis of this paper is how to increase the 3-day and 28-day strength of high volume fly ash concrete. By some technical measures, such as improving the initial pozzolanic activity (3 day) of fly ash and decreasing the ratio of water to binding material and increasing the total dosage of binding materials, a concrete with the ratio of fly ash to binding materials between 50 %-70 % can be made. The fluidity of the concrete mix with large dosage of fly ash is very good and the strength at 3 day and 28 day are more than 42.5 MPa and 85 MPa respectively. By determining the pH value and the c
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Quan, Hong Zhu. "Research on Durability of High Volume Fly Ash Concrete." Applied Mechanics and Materials 174-177 (May 2012): 380–83. http://dx.doi.org/10.4028/www.scientific.net/amm.174-177.380.

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The paper presents the results of series of experimental studies on effects of the type and replacement ratio of fly ash to portland cement on durability of concrete. Specimens made from 28 mixes of fly ash concrete with water binder ratio of 38% to 60% and with replacement ratio of fly ash of 25% to 70% and 5 mixes of portland cement concrete with water cement ratio of 38% to 75% were tested for compressive strengths, drying shrinkage, carbonation and resistance to freezing and thawing. As a results, drying shringkage decreased with fly ash addition regardless of type and replacement ratio of
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Shaikh, Faiz U. A., and Anwar Hosan. "High Volume Slag and Slag-Fly Ash Blended Cement Pastes Containing Nano Silica." Materials Science Forum 967 (August 2019): 205–13. http://dx.doi.org/10.4028/www.scientific.net/msf.967.205.

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This paper presents the effect of nanosilica (NS) on compressive strength and microstructure of cement paste containing high volume slag and high volume slag-fly ash blend as partial replacement of ordinary Portland cement (OPC). Results show that high volume slag (HVS) cement paste containing 60% slag exhibited about 4% higher compressive strength than control cement paste, while the HVS cement paste containing 70% slag maintained the similar compressive strength to control cement paste. However, about 9% and 37% reduction in compressive strength in HVS cement pastes is observed due to use of
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Hela, Rudolf, and Lenka Bodnarova. "Development of High-Volume High Temperature Fly Ash Concrete (HVFAC)." Applied Mechanics and Materials 752-753 (April 2015): 544–51. http://dx.doi.org/10.4028/www.scientific.net/amm.752-753.544.

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To ensure sustainable concrete building industry it is necessary to decrease consumption of natural resources for manufacture of concrete and reduce content of CO2 produced during production of cement. This approach has not only ecological impact on future activities but it can also considerably reduce cost of concrete. In the Czech Republic, about 6.5 million tons of high quality fly ash is produced during classic high temperature combustion of anthracite or brown coal for production of electric energy. Fly ash produced in such way has high content of SiO2 and low content of CaO, and it is ra
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Volz, Jeffery S. "High-Volume Fly Ash Concrete for Sustainable Construction." Advanced Materials Research 512-515 (May 2012): 2976–81. http://dx.doi.org/10.4028/www.scientific.net/amr.512-515.2976.

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With worldwide production of fly ash approaching 800 million tonnes annually, increasing the amount of fly ash used in concrete will remove more material from the solid waste stream and reduce the amount ending up in landfills. However, most specifications limit the amount of cement replacement with fly ash to less than 25 or 30%. Concrete with fly ash replacement levels of at least 50% – referred to as high-volume fly ash (HVFA) concrete – offers a potential green solution. The following study investigated the structural performance of HVFA concrete compared to conventional portland-cement co
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Li, Mu. "A Review on Early Age and Long-term Compressive Strength of High-volume Fly Ash Concrete." MATEC Web of Conferences 207 (2018): 01004. http://dx.doi.org/10.1051/matecconf/201820701004.

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Fly ash is a by-product of the combustion of the coal-fired electric power stations, and disposal of fly ash has been one of the environmental challenges. Much of the studies have been focused on the mechanical property of fly ash concrete. It is no doubt that the use of high-volume fly ash as a partial replacement of cement is also one of the effect way to utilize fly ash. It is known that the compressive strength of fly ash concrete is lower than that of ordinary concrete at early age, especially for high-volume fly ash concrete. It is urgent for engineers to consider the compressive strengt
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Zhu, Kai, and Li Ming Zhang. "Application of High Volume Fly-Ash Concrete in Mining Roads." Advanced Materials Research 239-242 (May 2011): 1114–17. http://dx.doi.org/10.4028/www.scientific.net/amr.239-242.1114.

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The fly ash has become a major industrial solid waste of emissions in China. Lots of fly ash will not only take the land directly but also pollutes the atmospheric environment seriously. As a mineral admixture, fly ash concrete can not only improve technical performance of concrete, but also make full use of the industrial waste. Moreover, it is significant to reduce energy, resource consumption and environment contamination. Experiments show that the performance of high volume fly-ash concrete is good for the need of pavement engineering. It has important social significance to apply high vol
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Pratama, Kevin Ferdinand. "Uji Tarik Beton Memadat Sendiri High Volume Fly Ash 60%." Matriks Teknik Sipil 8, no. 3 (2020): 351. http://dx.doi.org/10.20961/mateksi.v8i3.45550.

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<p>Self-Compacting Concrete (SCC) merupakan salah satu inovasi konstruksi yang ada pada saat ini untuk mengatasi permasalahan pengecoran dan pemadatan. SCC mampu mengalir melalui tulangan yang kompleks dan memenuhi ruangan atau cetakan tanpa bantuan alat penggetar mekanik. Konsep SCC ini dipadukan dengan konsep High Volume Fly Ash, yaitu penggunaan fly ash dalam jumlah lebih besar dari 50 %. Fly ash merupakan partikel halus yang terbuat dari sisa-sisa pembakaran batu bara, yang dimanfaatkan untuk mengganti penggunaan semen pada pembuatan beton. Pada penelitian ini akan menganalisis kuat
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Atiş, Cengiz Duran. "High Volume Fly Ash Abrasion Resistant Concrete." Journal of Materials in Civil Engineering 14, no. 3 (2002): 274–77. http://dx.doi.org/10.1061/(asce)0899-1561(2002)14:3(274).

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Dissertations / Theses on the topic "High Volume Fly Ash"

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Hung, Hsien-Hsin. "Properties of high volume fly ash concrete." Thesis, University of Sheffield, 1997. http://etheses.whiterose.ac.uk/14441/.

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This thesis presents a detailed investigation on the engineering properties and microstructural characteristics of concrete containing a high volume of fly ash (HVF A). The purpose of the project is to evaluate the concept of using relatively large volumes of fly ash in normal portland cement concrete, and hence enhance the beneficial use of fly ash in value-added products and construction. A total of eight concrete mixtures with and without fly ash was investigated. The proportion of fly ash in all the HVF A concrete mixtures varied from 50 to 80 % by weight of the cementitious materials, wit
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Roy, Vincent 1970. "Rheological and mechanical behaviour of high volume fly ash cement grouts." Thesis, McGill University, 1995. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=23375.

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The society is becoming increasingly more energy and environmentally conscientious, which has forced development of construction materials, which are both inexpensive and require very little energy to produce. One way of producing such materials is to utilize by-products of industrial processes. High-volume fly ash cement based grouts are tributary of such developements.<br>This thesis outlines the results of a detailed study of the grain size distribution, three rheological properties and five mechanical properties of high-volume fly ash grouts (60% cement replacement for fly ash by weight) w
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Sahmaran, Mustafa. "Self-compacting Concrete With High Volumes Of Fly Ash." Phd thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/2/12606896/index.pdf.

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In this investigation, SCCs were prepared by keeping the total mass of cementitious materials (cement and fly ash) constant at 500 kg/m3, in which 30, 40, 50, 60, and 70% of cement, by weight, was replaced by the high-lime and low-lime fly ash. For comparison, a control SCC mixture without any fly ash was also produced. The fresh properties of the SCCs were observed through, slump flow time and diameter, V-funnel flow time, L-box height ratio, U-box height difference, segregation ratio and the rheological parameters (relative yield stress and relative plastic viscosity). Relations between work
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Hardy, Dylan K. "Development and Characterization of a Self-Sensing High Volume Fly Ash CNF HPFRCC." Thesis, University of Louisiana at Lafayette, 2015. http://pqdtopen.proquest.com/#viewpdf?dispub=1593058.

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<p> Cement based brittle matrix composites that show deflection hardening called high performance fiber reinforced cementitious composites (HPFRCC) have the potential of offering high resiliency and environmentally sustainable benefits in numerous applications. However, more information is needed to fully understand, predict the behavior, and add functionality to HPFRCCs. This experimental research program aims to develop and characterize a new type of HPFRCC. This new HPFRCC is composed of polyvinyl alcohol (PVA) microfibers, carbon nanofibers (CNF), and a high volume of fly ash (HVA) to form
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Upadhyaya, Sushant. "Early age strength prediction for high volume fly ash concrete using maturity modeling." College Park, Md.: University of Maryland, 2008. http://hdl.handle.net/1903/8868.

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Thesis (Ph. D.) -- University of Maryland, College Park, 2008.<br>Thesis research directed by: Dept. of Civil and Environmental Engineering. Title from t.p. of PDF. Includes bibliographical references. Published by UMI Dissertation Services, Ann Arbor, Mich. Also available in paper.
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Makrides-Saravanos, Elli. "Engineering properties of high performance concrete containing large volume of Class C fly ash." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1996. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq23904.pdf.

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Velandia, Manchego Diego F. "Activated hybrid cementitious system using Portland cement and high volume Colombian fly ash with sodium sulfate." Thesis, University of Sheffield, 2015. http://etheses.whiterose.ac.uk/10529/.

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Activated hybrid cementitious systems, including high volume fly ash with high loss on ignition (LOI) content and sodium sulfate as activator, are studied to explore more sustainable alternatives to Portland cement (PC) for reducing CO2 emissions in the concrete industry. Most of the background of this project is on mortars with low LOI fly ashes. Performance and deterioration initiation periods have never been studied before for concretes with these materials. None of the following factors have been considered previously in one study: fly ash replacement level, nature of fly ashes obtained fr
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Kearsley, Elizabeth Paulina. "The effect of high volumes of ungraded fly ash on the properties of foamed concrete." Thesis, University of Leeds, 1999. http://etheses.whiterose.ac.uk/287/.

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Foamed concrete is produced by combining foam and slurry thus entrapping numerous small bubbles of air in the cement paste or mortar. The density of foamed concrete is a function of the volume of foam added to the slurry and the strength decreases with decreasing density. In this study the effect on the properties of foamed concrete, of replacing large volumes of cement with both classified and unclassified fly ash (pfa) was investigated. The casting densities of the materials used in this investigation varied between 1000 and 1500 kg/m3 and 50%, 66.7% and 75% of the cement (by weight) was rep
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Roubal, David. "Vývoj vysokopevnostních betonů s vysokým obsahem el. popílků." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392363.

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This diploma thesis deals with the study of high-strength, high-volume fly ash concrete. The theoretical part of this thesis focuses on the detailed characteristic and main principles of high-strength concrete, high-volume fly ash concrete. In addition, according to the findings, the technology of high-strength and high-volume fly ash concrete, including principles of high strength, has been described. On the basis of the findings, high-strength, high-volume fly ash concrete for specific compressive strengths has been designed and created in the experimental section. These concretes were then
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Ambruz, Pavel. "Vývoj betonů s vysokým obsahem popílku a ověření jeho trvanlivosti v různých prostředích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226741.

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This thesis contains two main parts: theoretical and experimental. The theoretical part deals with summarization knowledge of high-volume fly ash (HVFA) concretes. Among others, there are mentioned processes of producing of fly ash, characteristic features and resistance to aggressive environments of HVFA concretes. The theoretical part ends with a suitable example of practical application. In the practical part were tested properties of nine different mixtures containing 40%, 50% and 60% replacement by weight of the cement by fly ash. They were compared with the reference mixtures without fly
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Books on the topic "High Volume Fly Ash"

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ACI Committee 232. Report on high-volume fly ash concrete for structural applications. American Concrete Institute, 2014.

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Sivasundaram, V. Superplasticized high-volume fly ash system to reduce temperature rise in mass concrete. s.n, 1987.

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Naik, T. R. Setting and hardening of high fly ash content concrete. s.n, 1987.

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DiGioia, A. M. High-volume ash utilization in roadways, embankments and backfills: An update. s.n, 1987.

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Joshi, Ramesh C. Durable and high strength concrete with 40% or more fly ash in place of cement. Alberta Municipal Affairs, Innovative Housing Grants Program, 1991.

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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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McCarthy, Gregory J., and Robert J. Lauf. Fly Ash and Coal Conversion by-Products : Characterization, Utilization, and Disposal I: Volume 43. University of Cambridge ESOL Examinations, 2014.

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Diamond, Sidney, Gregory J. McCarthy, Fredrik P. Glasser, and Della M. Roy. Fly Ash and Coal Conversion by-Products : Characterization, Utilization and Disposal III: Volume 86. University of Cambridge ESOL Examinations, 2014.

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Application of high fly ash concrete to large artificial fish reefs. s.n, 1987.

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K, Bergeson, ed. High replacement influence of fly ash on the air void system of concrete. s.n, 1987.

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Book chapters on the topic "High Volume Fly Ash"

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Wu, Jian Hua, Xin Cheng Pu, Fang Liu, and Chong Wang. "High Performance Concrete with High Volume Fly Ash." In Environmental Ecology and Technology of Concrete. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.470.

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Rida, Loubaba, Kaoutar Bazzar, and Adil Hafidi Alaoui. "High-Volume Fly Ash Mortar Solution for Sustainable Development." In Advances in Intelligent Systems and Computing. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-36671-1_33.

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Velandia, Diego F., Cyril J. Lynsdale, Fernando Ramirez, John L. Provis, German Hermida, and Ana C. Gomez. "Optimum Green Concrete Using Different High Volume Fly Ash Activated Systems." In Concrete Durability. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-55463-1_8.

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Afroz, Mahzabin, Indubhushan Patnaikuni, and Srikanth Venkatesan. "Performance Analysis of Hybrid Fiber Reinforced High Volume Fly Ash Cement Composite." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_24.

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Xing, Feng, Xiang Yong Guo, Fa Guang Leng, and Ren Yu Zhang. "A Development of the Research on High Performance Concrete Incorporated with High Volume Fly Ash." In Environmental Ecology and Technology of Concrete. Trans Tech Publications Ltd., 2006. http://dx.doi.org/10.4028/0-87849-983-0.26.

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Pham, Sy Dong, Van Tuan Nguyen, Trung Thanh Le, and Cong Thang Nguyen. "Possibility of Using High Volume Fly Ash to Produce Low Cement Ultra High Performance Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5144-4_56.

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Singh, L. P., D. Ali, and U. Sharma. "Performance and Durability of High Volume Fly Ash Cementitious System Incorporating Silica Nanoparticles." In RILEM Bookseries. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2806-4_61.

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Reis, Rui, Aires Camões, and Manuel Ribeiro. "Using Thymolphthalein for Accelerated Carbonation Testing of High Volume Fly Ash Cementitious Blends." In RILEM Bookseries. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-90236-4_2.

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Rajeshwari, Ramachandra, and Sukomal Mandal. "Prediction of Compressive Strength of High-Volume Fly Ash Concrete Using Artificial Neural Network." In Lecture Notes in Civil Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_42.

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Nishiwaki, Tomoya, Keita Suzuki, Sukmin Kwon, Go Igarashi, and Alessandro P. Fantilli. "Ecological and Mechanical Properties of Ultra High Performance – Fiber Reinforced Cementitious Composites Containing High Volume Fly Ash." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_29.

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Conference papers on the topic "High Volume Fly Ash"

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Patnaikuni, Indubhushan, Sujeeva Setunge, Mochamad Solikin, Xiao Ling, and Bindu Boina. "High Strength High Volume Fly Ash Concrete." In The Seventh International Structural Engineering and Construction Conference. Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_m-62-464.

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Chrismer, J. L., and S. A. Durham. "High Volume Fly Ash Concrete for Highway Pavements." In Green Streets and Highways Conference 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41148(389)32.

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V., Bhikshma, Ravande Kishore, and Prasanna Kumari B. V. N. D. "Experimental Study on High Strength High Volume Fly Ash Concrete." In Modern Methods and Advances in Structural Engineering and Construction. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s3-m013-cd.

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"Performance of Additive Blended High Volume Fly Ash Concrete - A Systematic Literature Study." In Recent Advancements in Geotechnical Engineering. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901618-23.

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Abstract. Replacing cement with fly ash has recently created huge popularity among the construction field because of its huge production, efficient resources and sustainability aspect. This study is made to determine the High-Volume fly-ash concrete (HVFC) performance by adding additives. The general used concrete mixture is prepared by proportioning fly ash (40-50%) as a replacement. The concrete specimen was found to have better compressive strengths and hence, passed the strength tests. By incorporating additive Nano-SiO2 and superplasticizer the following compression, flexural rigidity, sp
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Nanayakkara, K. D., and W. P. S. Dias. "High volume fly ash mixes supplemented with colloidal Nano Silica." In 2017 Moratuwa Engineering Research Conference (MERCon). IEEE, 2017. http://dx.doi.org/10.1109/mercon.2017.7980491.

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Alghazali, Hayder, and John Myers. "Fracture Behavior of High Volume Fly Ash-Self Consolidating Concrete." In Fourth International Conference on Sustainable Construction Materials and Technologies. Coventry University, 2016. http://dx.doi.org/10.18552/2016/scmt4s274.

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"A Review of High Volume Low Lime Fly Ash Concrete." In International Conference on Biological, Civil and Environmental Engineering. International Institute of Chemical, Biological & Environmental Engineering, 2014. http://dx.doi.org/10.15242/iicbe.c0314119.

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Kanta Rao, M. "Durability of high volume fly ash concrete exposed to H2SO4 environment." In 10th International Conference on Fracture Mechanics of Concrete and Concrete Structures. IA-FraMCoS, 2019. http://dx.doi.org/10.21012/fc10.235415.

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Magureanu, C., and C. Negrutiu. "Performance of concrete containing high volume coal fly ash - green concrete." In MATERIALS CHARACTERISATION 2009. WIT Press, 2009. http://dx.doi.org/10.2495/mc090351.

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Shashikumar, C. S., M. Keshavamurthy, and B. S. Santhosh. "Evaluation of strength properties of high volume fly ash concrete incorporating nanomaterials." In PROCEEDINGS OF THE 35TH INTERNATIONAL CONFERENCE OF THE POLYMER PROCESSING SOCIETY (PPS-35). AIP Publishing, 2020. http://dx.doi.org/10.1063/1.5141558.

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Reports on the topic "High Volume Fly Ash"

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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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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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Bentz, Dale P., Chiara F. Ferraris, and James J. Filliben. Optimization of particle sizes in high volume fly ash blended cements. National Institute of Standards and Technology, 2011. http://dx.doi.org/10.6028/nist.ir.7763.

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Bentz, Dale P., Chiara F. Ferraris, and Kenneth A. Snyder. Best Practices Guide for High-Volume Fly Ash Concretes : Assuring Properties and Performance. National Institute of Standards and Technology, 2013. http://dx.doi.org/10.6028/nist.tn.1812.

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Ley, M., Zane Lloyd, Shinhyu Kang, and Dan Cook. Concrete Pavement Mixtures with High Supplementary Cementitious Materials Content: Volume 3. Illinois Center for Transportation, 2021. http://dx.doi.org/10.36501/0197-9191/21-032.

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Fly ash is a by-product of coal combustion, made up of particles that are collected through various methods. This by-product has been used successfully as a partial Portland cement replacement in concrete, but the performance predictions of fly ash in concrete have been difficult to predict, especially at high fly ash replacement rates. This study focuses on comparing the performance of concrete with a variety of fly ash mixtures as well as the particle distribution and chemical makeup of fly ash. The slump, unit weight, compressive strength, and isothermal calorimetry tests were used to measu
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Self, S. A. Optical properties of fly ash. Volume 1, Final report. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/82031.

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Self, S. A. Optical properties of fly ash. Volume 2, Final report. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/81988.

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Kawatra, S. K., T. C. Eisele, S. J. Ripke, and G. Ramirez. High-carbon fly-ash as a binder for iron ore pellets. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/781805.

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ADAMS, J. W., P. D. KALB, and D. B. MALKMUS. SEPRADYNE/REDUCE HIGH VACUUM THERMAL PROCESS FOR DESTRUCTION OF DIOXINS IN INEEL/WERF FLY ASH. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/896195.

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ADAMS, J. W., P. D. KALB, and D. B. MALKMUS. SEPRADYNE/RADUCE HIGH VACUUM THERMAL PROCESS FOR DESTRUCTION OF DIOXINS IN INEEL/WERF FLY ASH. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/782680.

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