Performance Analysis of High-Volume Fly Ash and Recycled Aggregate in M50 Concrete: Workability and Compressive Strength

Volume: 10 | Issue: 02 | Year 2024 | Subscription

Received Date: 10/18/2024
Acceptance Date: 10/26/2024
Published On: 2024-10-29
First Page: 25
Last Page: 32

Journal Menu

By: Lalita Shirohiya and Harsh Rathore

1Research Scholar, Department of Civil Engineering, Sanjeev Agarwal Global Educational University, Bhopal, Madhya Pradesh, India
2Associate Professor, Department of Civil Engineering, Sanjeev Agarwal Global Educational University, Bhopal, Madhya Pradesh, India

Abstract

Abstract

This study evaluates the impact of recycled aggregate (RA) and high-volume fly ash (HVFA) on the workability and compressive strength of M50 grade concrete. Slump tests were conducted for various water-cement ratios, using a mix ratio of 1:0.69:2.29 and a high-range water reducer. The compressive strength of concrete mixtures incorporating varying percentages of RA and FA was measured at 7, 28, and 90 days. Results indicate that replacing natural aggregate with RA significantly reduces compressive strength, with reductions of up to 38% at 28 days and 33.5% at 90 days for 100% RA. Similarly, the inclusion of 40–60% FA led to initial strength reductions, particularly at early ages, with a maximum decrease of 43.5% at 28 days for 60% FA. However, the rate of strength loss diminished over time due to the pozzolanic reaction of FA, stabilizing long-term strength. The combined use of 50% RA and 50% FA yielded a compressive strength of approximately 35 MPa at 90 days, suggesting its potential for sustainable concrete production.

Keywords: Recycled aggregate, high-volume fly ash, M50 grade concrete, compressive strength, slump test, sustainable concrete

Loading

Citation:

How to cite this article: Lalita Shirohiya and Harsh Rathore, Performance Analysis of High-Volume Fly Ash and Recycled Aggregate in M50 Concrete: Workability and Compressive Strength. . 2024; 10(02): 25-32p.

How to cite this URL: Lalita Shirohiya and Harsh Rathore, Performance Analysis of High-Volume Fly Ash and Recycled Aggregate in M50 Concrete: Workability and Compressive Strength. . 2024; 10(02): 25-32p. Available from:https://journalspub.com/publication/uncategorized/article=13828

Refrences:

  1. Xiao J, Li W, Fan Y, Huang X. Performance of recycled aggregate concrete. J Build Mater. 2012.
  2. Debieb F, Kenai S, Menadi B, Baz A. Mechanical and durability properties of 100% recycled concrete. Constr Build Mater. 2010.
  3. Ismail Z, Ramli M, Rahman A. Impact of recycled aggregates on concrete strength. J Civil Eng. 2009.
  4. Rahal K. Mechanical properties of recycled aggregate concrete (RAC) vs. natural aggregate concrete (NAC). J Mater Civil Eng. 2007.
  5. Kou S, Poon C. Durability of recycled aggregate concrete with fly ash. Cement Concr Compos. 2012.
  6. Limbachiya M, Leelawat T, Dhir RK. Fly ash-based recycled aggregate concrete. Constr Mater. 2012.
  7. Hwang C, Lee H, Lim S, Kim Y. GGBFS and fly ash in recycled aggregate concrete. J Sustain Mater. 2012.
  8. Tamilarasan R, Perumal P, Sundararajan R. Strength characteristics of GGBFS-added concrete. J Concr Technol. 2012.
  9. Oner A, Akyuz S, Yildiz R. Impact of GGBFS on concrete compressive strength. J Constr Eng. 2007.
  10. Gao PW, Lu XL, Lin H, Li X, Hou J. Effects of fly ash on the properties of environmentally friendly dam concrete. Fuel. 2007;86(7-8):1208–1211.
  11. He Z, Qian C, Zhang Y, Zhao F, Hu Y. Nano indentation characteristics of cement with different mineral admixtures. Sci China Technol Sci. 2013;56(5):1119–1123.
  12. Chen HJ, Yen T, Chen KH. Use of building rubbles as recycled aggregates. Cement Concr Res. 2003;33:125–132.
  13. Elahi A, Basheer PAM, Nanukuttan SV, Khan QUZ. Mechanical and durability properties of high-performance concretes containing supplementary cementitious materials. Constr Build Mater. 2010;24:292–299.
  14. Erhan G, Mehmet G. A study on durability properties of high-performance concretes incorporating high replacement levels of slag. Mater Struct. 2008;41:479–493.
  15. Etxeberria M, Vazquez E, Mari A, Barra M. Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete. Cement Concr Res. 2007;37(5):735–742.
  16. Tamilarasan VS, Perumal P. Performance study of concrete using GGBFS as a partial replacement material for cement. Eur J Sci Res. 2012;88(1):155–163.
  17. Yigiter H, Yazici H, Aydin S. Effect of cement type, water/cement ratio and cement content on seawater resistance of concrete. Build Environ. 2007;42:1770–1777.
  18. Yeau KY, Kim EK. Corrosion resistance of concrete with ground granulated blast-furnace slag. Cement Concr Res. 2005;35(7):1391–1399.
  19. Li Z, Ding Z. Property improvement of Portland cement by incorporating metakaolin and slag. Cement Concr Res. 2003;33:579–584.
  20. Bureau of Indian Standards. IS 8112:1989. 43 grade ordinary Portland cement–Specification.
  21. Bureau of Indian Standards. IS 2386:1997. Indian standard methods of test for aggregates for concrete.
  22. Bureau of Indian Standards. IS 383:1970. Indian standard specification for coarse and fine aggregates from natural sources for concrete.
  23. Bureau of Indian Standards. IS 456:2000. Indian standard plain and reinforced concrete–Code of practice.