ISSN: 2734-9438
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Study on using high-volume fly ash from phu my thermal power plant to manufacture concrete bricks in infrastructure construction
Abstract
This paper presents the research results of using fly ash (FA) of Phu My thermal power plant with high content and southern raw materials to make concrete bricks in infrastructure construction. This concrete can achieve a 28-day compressive strength higher than 50 MPa. The mixing ratio to replace fly ash compared to the volume of binder is designed in 6 cases: concrete using 0 %FA; 30 %FA, 40 %FA, 50 %FA, 60 %FA, 70 %FA. With the fly ash content replaced at 0 %, 30 %, 40 %, 50 % compared to the tested binder, the 28-day-old concrete has an increased compressive strength from 55,2 MPa to 60,8 MPa; tensile strength when being split increased from 8,5MPa to 9,2MPa; the corresponding abrasiveness of concrete at the rate is 0,12; 0,20; 0,24 and 0,25 g/cm2. With the replacement fly ash content at too high 60 %, 70 % compared to the binder, the values of these experimental parameters tend to decrease compared to the control sample. The study proposes that the reasonable mixing ratio of concrete is 50 % of cement, replaced by 50% of Phu My fly ash, to simultaneously meet the criteria of workability, strength, abrasion, and cost.
References
- . C. Heidrich, H.-J. Feuerborn, A. Weir (2013), &oal combustion products: a global perspective, in: World of Coal Ash Conference.
- . C. Hua, X. Gruz and A. Ehrlacher (1995), “Thin sand concrete plate of high resistance in traction”, Materials and Structures, pp.550-553.
- . GS.TS Pham Duy Huu (2011), Building materials Ebook, Transport Publishing House.
- . ACI 211.1-91, Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass &oncrete.
- . I. U.M. Bazenov, Bach Dinh Thien, Tran Ngoc Tinh (2004), &oncrete Technology, Construction Publishing House.
- . Thomas, M. D. A. (2007). Optimizing the use of fly ash in concrete, volume 5420. Portland &ement Association Skokie, IL.
- . Bentz, D. P., Ferraris, C. F., Snyder, K. A. (2013). Best Practices Guide for High-Volume Fly Ash Concretes : Assuring Properties and Performance. Technical report, U.S. Department of &ommerce.
- . Titarmare, A. P., Deotale, S. R. S., Bachale, S. B. (2012). Experimental Study Report on Use of Fly Ash in Ready Mixed Concrete. International Journal of Scientific & Engineering Research, 3:2–10.
- . Lâm, N. T., Linh, N. N., Nam, T. V., Kiên, V. D., Khải, T. V., Hieu, P. Đ.
- (2020). Effect of fly ash percentage replacing part of cement on the properties of commercial concrete. Journal of &onstruction Science and Technology (7H&NXD) - ĐHXDHN, 14(4V):96–105.
- . CVN 3118:1993, Heavy concrete - method for determining compressive strength.
- . Marceau, M. L., Gajda, J., VanGeem, M. G. (2002). Use of fly ash in concrete: Normal and high volume ranges. P&A R&D Serial, (2604).
- . Thomas, M. D. A. (2007). Optimising the use of fly ash in concrete, volume 5420. Portland Cement Association Skokie, IL.
- . Mehta, P. K., Malhotra, V. M. (2004). High-performance, high-volume fly ash concrete for sustainable development. 2nd edition, Supplementary Cementing Materials for Sustainable Development, Ottawa, Canada.
- . Malhotra, V. M., M.-H., Z., Read, P. H., Ryell, J. (2000). Long-Term Mechanical Properties and Durability Characteristics of High- Strength/High-Performance Concrete Incorporating Supplementary Cementing Materials under Outdoor Exposure Conditions. Materials Journal, 97(5).
- . TCVN 8862:2011,Test procedure for determining the Splitting Tensile Strength of granular materials bound by binders.
- . TCVN 3114:1993, Heavy concrete - Method for the determination of abrasion.