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Journal articles on the topic 'High Volume Fly Ash'

Author: Grafiati

Published: 4 June 2021

Last updated: 10 February 2022

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Zhu, Yu, Ying Zi Yang, Hong Wei Deng, and Yan Yao. "Influence of Fly Ash on the Mechanical Properties of Engineered Cementitious Composites Cured at High Temperature." Advanced Materials Research 113-116 (June 2010): 1293–96. http://dx.doi.org/10.4028/www.scientific.net/amr.113-116.1293.

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In order to investigate the mechanical properties of cementitious composites (ECC) cured at 60°C, four-point bending test and compressive strength test are employed to analyze the effect of fly ash on the properties of ECC. The replacement ratio of cement with fly ash is 50%, 70% and 80%, respectively. The test results indicate that ECC with high volume fly ash still remain the characteristic of pseudo-strain hardening and the deflection of ECC increases remarkably by adding more fly ash. The observations of ECC indicate that the crack width is relatively smaller for higher volume fly ash ECC.

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12

Ma, Yong Qiang. "Experimental Study on Workability and Strength of Green High Performance Concrete with High Volume Fly Ash." Advanced Materials Research 859 (December 2013): 52–55. http://dx.doi.org/10.4028/www.scientific.net/amr.859.52.

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A great deal of experiments have been carried out in this study to reveal the effect of the water-binder ratio and fly ash content on the workability and strengths of GHPC (green high performance concrete). The workability of GHPC was evaluated by slump and slump flow. The strengths include compressive strength and splitting tensile strength. The results indicate that the increase of water-binder ratio can improve the workability of GHPC, however the strengths of GHPC were decreased with the increase of water-binder ratio. When the fly ash content is lower than 40%, the increase in fly ash con

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13

Rao, M. Kanta, and Ch N. Satish Kumar. "Influence of fly ash on hydration compounds of high-volume fly ash concrete." AIMS Materials Science 8, no. 2 (2021): 301–20. http://dx.doi.org/10.3934/matersci.2021020.

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14

Guo, Xiao Yan, and Run Xia Hao. "Anti-Permeability and Resistance Carbonization Test Study High Performance Concrete with High Content of Fly Ash." Applied Mechanics and Materials 357-360 (August 2013): 1106–9. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.1106.

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Anti-penetrability performance test and carbonization test of high performance concrete with high volume fly ash were done and were compared with normal concrete. Test illustrated that filled the concrete dense function of high quality fly ash were superior to common concrete. Average carbonation depth of high quality fly ash concrete was slight inferior to carbonation depth of the common concrete. Keywords: anti-penetrability performance; fly ash; high performance concrete; carbonation

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15

Yuvaraj, S. "Flexural Fatigue Behavior of High Volume Fly Ash Concrete with Different Cement Replacement Levels." Bonfring International Journal of Industrial Engineering and Management Science 6, no. 4 (2016): 200–206. http://dx.doi.org/10.9756/bijiems.8351.

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16

Nikhil T. R, Nikhil T. R. "Design and Evaluation of High Volume Fly ash Concrete for Rigid Pavements-White Topping." Indian Journal of Applied Research 1, no. 12 (2011): 81–82. http://dx.doi.org/10.15373/2249555x/sep2012/28.

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17

Zaichenko, Nikolai, Irina Petrik, and Liudmila Zaichenko. "Beneficiated ponded fly ash for concretes with high volume mineral additions." MATEC Web of Conferences 315 (2020): 07006. http://dx.doi.org/10.1051/matecconf/202031507006.

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The article presents the investigation results of effect of beneficiated ponded fly ash on the properties of cement pastes and concretes with high-level replacement of Portland cement. To improve the characteristics of ponded fly ash meeting technical requirements for replacing cement in concrete the triboelectrostatic beneficiation technology has been elaborated. This technology can produce low-carbon ash product (LOI = 2.52 % in this study) for the high replacing level of cement (45 %) in concretes. The beneficiated ponded fly ash has an improved granulometric and phase composition, a decrea

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18

Hubáček, Adam, Martin Labaj, and Martin Ťažký. "Optimization of Concrete with High Volume of Fly Ash." Materials Science Forum 865 (August 2016): 249–54. http://dx.doi.org/10.4028/www.scientific.net/msf.865.249.

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The demand for concrete structures grows worldwide, which raises fears about sustainable development of Portland cement production. Its carbon footprint is relatively small compared to alternative building materials, but still it is not negligible. This argument together with lower cost and possibility of utilization of material, which would otherwise be disposed as waste, lead the research towards concrete with higher content of Portland cement replaced with fly ash. The experiment is divided into two parts: the first one determines influence of high volume fly ash replacement of Portland cem

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19

Dragaš, Jelena, Snežana Marinković, and Vlastimir Radonjanin. "Prediction models for high-volume fly ash concrete practical application: Mechanical properties and experimental database." Gradjevinski materijali i konstrukcije 64, no. 1 (2021): 19–43. http://dx.doi.org/10.5937/grmk2101019d.

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The analysis of available experimental results of high-volume fly ash concrete mechanical properties showed that extensive amount of research had been done so far. However, a comprehensive analysis of basic high-volume fly ash concrete mechanical properties was not found in the literature. Having that in mind, the database of 440 high-volume fly ash concrete and 151 cement concrete mixtures collected from literature was made. The application of European Code EN 1992-1-1 prediction models for cement concrete mechanical properties, as well as existing proposals for high-volume fly ash concrete p

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20

Liu, Li Fang, Xiao Xia Niu, Wang Yu, and Xiao Man Liu. "The Influence of Size Effect on High-Volume Fly-Ash Concrete’s Carbonation Resistance Performance." Advanced Materials Research 368-373 (October 2011): 1121–24. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.1121.

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using fixed concrete slump method,the carbonation resistance of concretes with high-volume fly-ash and ground granulated blast-furnace slag had been studied, and make an approach to size- effect .The results show that the more fly-ash joined in,the more carbonation depth is deeper . The carbonation resistance of concretes with high-volume fly-ash and ggbs is better than only with high-volume fly-ash’s. Size effect on carbonation depth of concretes is also important . Carbonation depth will become deeper as soon as the block size improving .and the early improvement is bigger than the late .The

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21

Supit, Steve W. M., Faiz U. A. Shaikh, and Prabir K. Sarker. "Effect of ultrafine fly ash on mechanical properties of high volume fly ash mortar." Construction and Building Materials 51 (January 2014): 278–86. http://dx.doi.org/10.1016/j.conbuildmat.2013.11.002.

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22

Estakhri, Cindy K., and Donald Saylak. "Reducing Greenhouse Gas Emissions in Texas with High-Volume Fly Ash Concrete." Transportation Research Record: Journal of the Transportation Research Board 1941, no. 1 (2005): 167–74. http://dx.doi.org/10.1177/0361198105194100122.

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The objective of this study was to determine the potential for reductions in carbon dioxide emissions in Texas by substituting high volumes of fly ash in concrete production and to identify the resulting benefits and challenges. Researchers reviewed the literature and determined that high-volume fly ash can improve the properties of both fresh and hardened concrete. It can improve workability, heat of hydration, strength, permeability, and resistance to chemical attack. Researchers compiled data from 18 power plants located throughout Texas and determined that 6.6 million tons of fly ash are p

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23

., Antoni, Hendra Surya Wibawa, and Djwantoro Hardjito. "Influence of Particle Size Distribution of High Calcium Fly Ash on HVFA Mortar Properties." Civil Engineering Dimension 20, no. 2 (2018): 51. http://dx.doi.org/10.9744/ced.20.2.51-56.

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This study evaluates the effect of particle size distribution (PSD) of high calcium fly ash on high volume fly ash (HVFA) mortar characteristics. Four PSD variations of high calcium fly ash used were: unclassified fly ash and fly ash passing sieve No. 200, No. 325 and No. 400, respectively. The fly ash replacement ratio of the cementitious material ranged between 50-70%. The results show that with smaller fly ash particles size and higher levels of fly ash replacement, the workability of the mixture was increased with longer setting time. There was an increase in mortar compressive strength wi

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24

Chu, Hui Chao, Xian Jun Lyu, and Yan Zhang. "Research on the Foamed Concrete with High Volume Fly Ash." Key Engineering Materials 727 (January 2017): 1062–66. http://dx.doi.org/10.4028/www.scientific.net/kem.727.1062.

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A study has been undertaken to investigate the effects, on the properties of foamed concrete, of replacing large volumes of cement with fly ash. This paper reports the results of the properties of foamed concrete and shows that up to 55% of the cement could be replaced without any significant reduction in compressive strength. Foamed concrete with 55% fly ash and good performance were obtained by optimizing the process parameters. The results showed that the compressive strength, dry density, water absorption and thermal conductivity of foamed concrete with 55% fly ash were 0.71MPa, 244kg/m3,

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25

Reis, Rui, Raphaele Malheiro, Aires Camões, and Manuel Ribeiro. "Carbonation Resistance of High Volume Fly Ash Concrete." Key Engineering Materials 634 (December 2014): 288–99. http://dx.doi.org/10.4028/www.scientific.net/kem.634.288.

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The cement industry is responsible for a large part of the global environmental problems: is the largest consumer of natural resources; the most responsible for the emission of greenhouse gases, including about 1.8 Gt of CO2; and requires huge amounts of energy, corresponding to between 12 and 15% of industrial energy use. The cement is also not used in the most appropriate manner, since 40% of the consumption of concrete is due to the renovation and repair of buildings, making concrete structures inefficient because its durability is relatively low. However, in the future, concrete can and sh

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26

Li, Xiang, Shi Hua Zhou, Zai Qin Wang, and Kai Tao Xiao. "Project Application of High Volume Fly Ash Concrete." Applied Mechanics and Materials 71-78 (July 2011): 684–87. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.684.

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C40R60 High volume fly ash (HVFA) concrete were adopted for the continuously casting massive foundation slab of Tianjin Tower, which has a volume of about 20 000 m3, to decrease the risk of cracking during the construction process. Suitable raw materials and mix proportion were chosen. The properties of hardened concrete cured under different conditions were investigated. A mock-up of massive structure with the dimension of 4.5×4.5×4m was cast using determined concrete. The temperature development in the core of structure was measured. The results show that the temperature rise in the core is

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27

G, SRI HARSHA, and BABU BINIMOL. "PERFORMANCE EVALUATION OF HIGH VOLUME FLY ASH CONCRETE." i-manager’s Journal on Structural Engineering 5, no. 2 (2016): 39. http://dx.doi.org/10.26634/jste.5.2.8156.

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Zhang, Ya Mei, Wei Sun, and Han Dong Yan. "Hydration of high-volume fly ash cement pastes." Cement and Concrete Composites 22, no. 6 (2000): 445–52. http://dx.doi.org/10.1016/s0958-9465(00)00044-5.

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29

Bakhrakh, Anton, Artyom Solodov, Oksana Larsen, Vitaly Naruts, Olga Aleksandrova, and Boris Bulgakov. "SCC with high volume of fly ash content." MATEC Web of Conferences 106 (2017): 03016. http://dx.doi.org/10.1051/matecconf/201710603016.

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30

Atiş, Cengiz Duran. "Heat evolution of high-volume fly ash concrete." Cement and Concrete Research 32, no. 5 (2002): 751–56. http://dx.doi.org/10.1016/s0008-8846(01)00755-4.

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31

Reiner, Mark, and Kevin Rens. "High-Volume Fly Ash Concrete: Analysis and Application." Practice Periodical on Structural Design and Construction 11, no. 1 (2006): 58–64. http://dx.doi.org/10.1061/(asce)1084-0680(2006)11:1(58).

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32

Durán-Herrera, A., C. A. Juárez, P. Valdez, and D. P. Bentz. "Evaluation of sustainable high-volume fly ash concretes." Cement and Concrete Composites 33, no. 1 (2011): 39–45. http://dx.doi.org/10.1016/j.cemconcomp.2010.09.020.

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33

Shen, Wei, Fu Hai Li, and Cong Jun Lu. "Study on Improving Overall Calculation Method of Mix Design Method for Fly Ash HPC." Advanced Materials Research 163-167 (December 2010): 1414–18. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1414.

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Applying to high performance concrete mix design, overall calculation method can fully quantify the various components of concrete. While the application of overall calculation is very wide, its applicability has weaken with the increase of fly ash. In particular, overall calculation is not applied to high volume fly ash concrete. The reason is simplely considered fly ash cement as a simple alternative to cement when designing of concrete mix, and then following the water-cement ratio strength formula to design concrete mix, neglecting the differences of contribution to concrete strength betwe

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34

Choi, Yun-Wang, Man-Seok Park, Byung-Keol Choi, and Sung-Rok Oh. "A Study on the Evaluation of Field Application of High-Fluidity Concrete Containing High Volume Fly Ash." Advances in Materials Science and Engineering 2015 (2015): 1–7. http://dx.doi.org/10.1155/2015/507018.

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In the recent concrete industry, high-fluidity concrete is being widely used for the pouring of dense reinforced concrete. Normally, in the case of high-fluidity concrete, it includes high binder contents, so it is necessary to replace part of the cement through admixtures such as fly ash to procure economic feasibility and durability. This study shows the mechanical properties and field applicability of high-fluidity concrete using mass of fly ash as alternative materials of cement. The high-fluidity concrete mixed with 50% fly ash was measured to manufacture concrete that applies low water/b

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35

Priya, C. Chandana, M. V. Seshagiri Rao, V. Srinivasa Reddy, and S. Shrihari. "High Volume Fly Ash Self Compacting Concrete with Lime and Silica Fume as Additives." E3S Web of Conferences 184 (2020): 01109. http://dx.doi.org/10.1051/e3sconf/202018401109.

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SCC is expensive when compared with normal conventional concrete. Hence, it is desired to produce low cost SCC by replacing cement with higher percentages of fly ash, which is a no cost material and available in abundance. At the same time to achieve higher grade HVFASCC, micro silica which is otherwise condensed silica fume can also be used along with fly ash to enhance the strength properties of HVFASCC. By replacing fly ash in high volumes in the mix, high amount of pozzolanic material becomes available, majorly reactive silica, for which more calcium hydroxide is necessary for further pozz

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36

Sun, Jinfeng, Xiaodong Shen, Gang Tan, and Jennifer E. Tanner. "Compressive strength and hydration characteristics of high-volume fly ash concrete prepared from fly ash." Journal of Thermal Analysis and Calorimetry 136, no. 2 (2018): 565–80. http://dx.doi.org/10.1007/s10973-018-7578-z.

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37

Kratochvile, Lucie, Hana Sachova, and Jiří Kolísko. "Development of High Volume Fly Ash Concrete (HVFAC) in Czech Republic." Applied Mechanics and Materials 357-360 (August 2013): 1012–18. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.1012.

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Article discusses the use of fly ash in concrete production. It is focused on the chemical and physical properties of fly ash and in particular the mechanical properties of mortar, where ash was added in amounts of 10% to 70% by weight of cement. Furthermore, the mechanical properties of the samples compared to the same dose of mixing water and samples that have the same consistency of fresh mortar, different batch mixing water.

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Sri Kartika, Agelia Gita. "UJi Balok Beton Bertulang Memadat Sendiri High Volume Fly Ash 50% tanpa Sengkang." Matriks Teknik Sipil 8, no. 3 (2020): 357. http://dx.doi.org/10.20961/mateksi.v8i3.45551.

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<p align="center"><strong>ABSTRAK</strong></p><p>Dalam pengembangan industri beton memadat sendiri (<em>Self Compacting </em>Concrete), pemanfaatan <em>fly ash </em>dalam skala besar pada campuran material pembentuk beton sebagai bahan pengganti semen memiliki beberapa dampak yang menguntungkan. <em>Fly ash </em>memiliki butiran yang lebih halus dibandingkan dengan semen sehingga dapat mengisi rongga-rongga di antara butiran campuran beton. Selain itu,<em> Fly ash </em>memiliki kandungan Oksida Silika (SiO<sub>

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39

Teixeira, Elisabete, Aires Camões, Fernando Branco, and José Matos. "Effect of Biomass Fly Ash on Fresh and Hardened Properties of High Volume Fly Ash Mortars." Crystals 11, no. 3 (2021): 233. http://dx.doi.org/10.3390/cryst11030233.

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The objective of this work was to assess the use of biomass fly ash (BFA) as cement replacement material or as an alkalinity source in high volume fly ash mortar and concrete. Mortar formulations were prepared with different types of cement replacement: fly ash from thermal power plants, BFA, a blend of two pozzolans, and small amounts of BFA or/and hydrated lime (HL). Mortar formulations were tested both in the fresh and hardened state. The replacement of cement by the two fly ashes led to a decrease in the mechanical strength. The best strength values were obtained when higher HL content was

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40

Khan, M. S., J. Prasad, and H. Abbas. "Effect of High Temperature on High-Volume Fly Ash Concrete." Arabian Journal for Science and Engineering 38, no. 6 (2013): 1369–78. http://dx.doi.org/10.1007/s13369-013-0606-1.

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41

Balakrishnan, B., and A. S. M. Abdul Awal. "Mechanical Properties and Thermal Resistance of High Volume Fly Ash Concrete for Energy Efficiency in Building Construction." Key Engineering Materials 678 (February 2016): 99–108. http://dx.doi.org/10.4028/www.scientific.net/kem.678.99.

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The utilization of waste materials in concrete is one of the best value added solutions to the construction industry. With the aim of sustability development, high volume fly ash (HVFA) were tested in concrete by substituting 40, 50 and 60% of OPC with fly ash. Properties studied in this research includes fresh concrete properties, mechanical properties and the resistance of concrete exposed to high temperature. The test result indicates that HVFA concrete positively influenced the workability; however, the setting times of the concrete were longer. It has been found that the development of st

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42

Jin, Chenhua, Chang Wu, Chengcheng Feng, et al. "Mechanical Properties of High-Volume Fly Ash Strain Hardening Cementitious Composite (HVFA-SHCC) for Structural Application." Materials 12, no. 16 (2019): 2607. http://dx.doi.org/10.3390/ma12162607.

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Strain-hardening cementitious composite (SHCC) is a kind of construction material that exhibits multiple cracking and strain-hardening behaviors. The partial replacement of cement with fly ash is beneficial to the formation of the tensile strain-hardening property of SHCC, the increase of environmental greenness, and the decrease of hydration heat, as well as the material cost. This study aimed to develop a sustainable construction material using a high dosage of fly ash (no less than 70% of the binder material by weight). Based on the micromechanics analysis and particle size distribution (PS

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43

Huo, Jun Fang, Xiao Xia Ji, and Hui Yang. "Experimental Study on Freeze-Thaw Resistance Durablilty of High Performance Concrete." Advanced Materials Research 168-170 (December 2010): 393–97. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.393.

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Freeze-thaw cycle experiments on high performance concrete were carried out while cement was respectively replaced by fly ash for 30%～50%. The test results showed that maximum weight loss rate of concrete was 1.78% and minimum relative dynamic elastic modulus was 94.08% after 300 freeze-thaw cycles for high performance concrete based on low water-cement ratio, efficient air-water-reducing agent and large quantities of industrial waste fly ash. The test data were far less than limits of 5% and 60% in specification. Freeze-thaw resistance performance of high performance concrete with large volum

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He, Zhi-Hai, Shi-Gui Du, and Ling-Ling He. "Compressive Strengths of High Volume Fly Ash Concrete Containing Rice Husk Ash." Journal of Advanced Microscopy Research 11, no. 1 (2016): 72–76. http://dx.doi.org/10.1166/jamr.2016.1292.

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Chen, How-Ji, Neng-Hao Shih, Chung-Hao Wu, and Shu-Ken Lin. "Effects of the Loss on Ignition of Fly Ash on the Properties of High-Volume Fly Ash Concrete." Sustainability 11, no. 9 (2019): 2704. http://dx.doi.org/10.3390/su11092704.

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This study presents the experimental results of fresh and hardened properties of concrete incorporating high-volume fly ash (HVFA). Two kinds of low-calcium fly ash with loss on ignition (LOI) of 5% and 8% were used as replacement for cement and/or fine aggregate of 0% (control), 20%, 40%, 50%, 60% and 80% by weight of the total cementitious materials. The properties of fresh concrete tested included the slump, air content, unit weight and setting time; those of hardened concrete determined included compressive strength, modulus of elasticity, flexural strength and drying shrinkage. Test resul

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Baert, G., A. M. Poppe, and N. De Belie. "Strength and durability of high-volume fly ash concrete." Structural Concrete 9, no. 2 (2008): 101–8. http://dx.doi.org/10.1680/stco.2008.9.2.101.

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Nikam, Vinay S., Dheeraj D. Rane, and Sanjay S. Deshmukh. "High Volume Fly Ash Concrete for Eco-Durable Pavement." IABSE Symposium Report 89, no. 1 (2005): 415–19. http://dx.doi.org/10.2749/222137805796272269.

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Shi, Caijun, and Jushi Qian. "Activated blended cement containing high volume coal fly ash." Advances in Cement Research 13, no. 4 (2001): 157–63. http://dx.doi.org/10.1680/adcr.2001.13.4.157.

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Aguayo, Federico, Anthony Torres, Yoo-Jae Kim, and Omkar Thombare. "Accelerated Carbonation Assessment of High-Volume Fly Ash Concrete." Journal of Materials Science and Chemical Engineering 08, no. 03 (2020): 23–38. http://dx.doi.org/10.4236/msce.2020.83002.

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Jones, M. Roderick, Kezban Ozlutas, and Li Zheng. "High-volume, ultra-low-density fly ash foamed concrete." Magazine of Concrete Research 69, no. 22 (2017): 1146–56. http://dx.doi.org/10.1680/jmacr.17.00063.

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