A review on fly ash utilization

Author(s):  
Mahantayya Mathapati ◽  
Kiran Amate ◽  
C. Durga Prasad ◽  
M.L. Jayavardhana ◽  
T. Hemanth Raju
Keyword(s):  
Fly Ash ◽  
2013 ◽  
Vol 85 (6) ◽  
pp. 558-567 ◽  
Author(s):  
Bhavna A Shah ◽  
Ajay V Shah ◽  
Harendra D Patel ◽  
Chirag B Mistry

1985 ◽  
Vol 65 ◽  
Author(s):  
R. C. Joshi ◽  
V. M. Malhotra

Raymond E. Davis and his associates appear to have coined the term “fly ash” in 1937. Following the pioneering studies by the U.S. Bureau of Reclamation for the Hungry Horse Dam, the use of fly ash for massive hydroelectric structures increased rapidly in the U.S., with ASTM issuing the first standard in 1954. In 1982, Canada issued a National Standard, CAN 3-A23.5-M82, entitled “Supplementary Cementing Materials and Their Use in Concrete Construction.” Because of the increasing interest in fly ash utilization, Canada Centre for Mineral and Energy Technology (CANMET) initiated research in the area of supplementary cementing materials in the early 1970's and has since published several comprehensive reports on the subject [1,2]. At the University of Calgary, we are studying Canadian fly ashes and their use in concrete, through an investigation of the physical, chemical, mineralogical and pozzolanic properties of fly ashes from fourteen sources across the country. We report here preliminary results from this study.


Author(s):  
Ayse Pekrioglu ◽  
Ata G. Doven ◽  
Mehmet T. Tumay
Keyword(s):  
Fly Ash ◽  

2017 ◽  
Vol 44 (3) ◽  
pp. 223-231 ◽  
Author(s):  
Tomi Kaakkurivaara ◽  
Heikki Korpunen

Increasing forest bioenergy utilization is increasing the need to discover more applications for fly ash to avoid dumping charges. Our study concentrates on defining the work phases of reconstruction work and estimation of construction costs for a method using biomass based fly ash. Cost calculations were carried out for two mixed structures of fly ash and aggregate, two uniform structures of fly ash, and a conventional aggregate structure, where construction material volumes were calculated per kilometre for each structure. Our study defined suitable machines and their productivity per hour for different work phases. Cost calculation equations were formed for the used machines and the transportation of construction materials. Our study showed that building a 250 mm thick uniform layer of fly ash was the best alternative for minimizing construction costs. However, building a 500 mm thick uniform layer of fly ash was the best alternative for minimizing dumping charges.


2013 ◽  
Vol 671-674 ◽  
pp. 94-100
Author(s):  
Jun Wang ◽  
Qian Wang ◽  
Xiu Mei Zhong ◽  
Nai Wang ◽  
Ping Wang ◽  
...  

Environment pollution and exhaustion of mineral resources aroused strongly research and development of fly ash utilization. As a kind of foundation treatment method, improved by fly ash is more and more used in highway, railway roadbed construction. With the increase of speed of vehicles and vehicle load, the influence of dynamic load on the subgrade has caused people's concern. In this paper, based on fly ash modified loess, dynamic property of modified fly ash loess is discussed through the dynamic triaxial test of the unsaturation disturbed loess. The effect of the dynamic elastic modulus and the damping ratio with different amount of fly ash loess is studied. The results show that the difference of dynamic properties in dynamic load and static load is large. It mainly presents the hysteresis quality and nonlinear relationship between dynamic stress and dynamic strain. And the dynamic elasticity modulus increases with fly ash mixed amount.


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