Behaviour of Early Age Shrinkage of Concrete with Binary and Ternary Combination of Fly Ash and Pond Ash with Addition of Glass Fiber

Document Type : Original Article


1 Civil Engineering Department, ICFAI University Tripura, Agartala, India

2 Civil Engineering Department, National Institute of Technology Raipur (NIT Raipur), Chhattisgarh, India


Fly ash and pond ash are two by-products of thermal power stations. These industrial wastes require a lot of landfill area and are also causing harm to the environment. By using locally available fly ash and pond ash as partial replacement of cement and fine aggregate, a green concrete shall be produced. These by-products substantially reduce the consumption of natural lime and sand for sustainable development. Before using them in concrete, a deep study should be conducted on the physical behavior of concrete with these industrial by-products. The objective of this paper is to investigate the influence of coarse fly ash, pond ash, and fiber on the early age shrinkage behavior of concrete. In this research cement is partially replaced with fly ash and sand is partially replaced with pond ash individually and simultaneously in addition to 0.1% of glass fiber.  Suitability of these materials considering cost is suggested for practical use.


  1. Tazawa, E.I., Miyazawa, S. and Kasai, T., 1995. Chemical shrinkage and autogenous shrinkage of hydrating cement paste. Cement and concrete research25(2), pp.288-292.
  2. Chun, Y.M., Naik, T.R. and Kraus, R.N., 2006. Reducing shrinkage cracking of structural concrete through the use of admixtures. Wisconsin Highway Research Program, [A CBU Report], Department of Civil Engineering and Mechanics College of Engineering and Applied Science, The University of Wisconsin – Milwaukee.
  3. Holt, E., 2005. Contribution of mixture design to chemical and autogenous shrinkage of concrete at early ages. Cement and concrete research35(3), pp.464-472.
  4. Nawa T., and Horita T., 2004. Autogenous Shrinkage of High-Performance Concrete, In Proceeding of the International Workshop on Microstructure and Durability to Predict Service Life of Concrete Structures, Japan, pp-12-20.
  5. Rajabipour, F., Maraghechi, H. and Fischer, G., 2010. Investigating the alkali-silica reaction of recycled glass aggregates in concrete materials. Journal of Materials in Civil Engineering22(12), pp.1201-1208.
  6. Gilbert, R.I., 2017. Cracking caused by early-age deformation of concrete–prediction and control. Procedia Engineering172, pp.13-22.
  7. Rath B., Deo S. and Ramtekkar G., 2016. A Study on Early Age Shrinkage Behaviour of Cement Paste with Binary and Ternary Combination of Fly Ash and Pond Ash, Indian Journal of Science and Technology, 9(44), pp.1-9.
  8. Neville, A. M., 2012. Properties of Concrete, Longman Scientific and Technical Publishing,London.
  9. Owens, G., 2012. Fundamentals of Concrete, 2nd Edition, Midrand: Cement & Concrete Institute.
  10. Altoubat, S., Junaid, M.T., Leblouba, M. and Badran, D., 2017. Effectiveness of fly ash on the restrained shrinkage cracking resistance of self-compacting concrete. Cement and Concrete Composites79, pp.9-20.
  11. Chindaprasirt, P., Homwuttiwong, S. and Sirivivatnanon, V., 2004. Influence of fly ash fineness on strength, drying shrinkage and sulfate resistance of blended cement mortar. Cement and Concrete Research34(7), pp.1087-1092.
  12. Wongkeo, W., Thongsanitgarn, P. and Chaipanich, A., 2012. Compressive strength and drying shrinkage of fly ash-bottom ash-silica fume multi-blended cement mortars. Materials & Design(1980-2015), 36, pp.655-662.
  13. Messan, A., Ienny, P. and Nectoux, D., 2011. Free and restrained early-age shrinkage of mortar: Influence of glass fiber, cellulose ether and EVA (ethylene-vinyl acetate). Cement and Concrete Composites, 33(3), pp.402-410.
  14. Riad, M., Genidi, M.M., Shoeib, A.E.K. and Abd Elnaby, S.F., 2017. Effect of discrete glass fibers on the behavior of RC Beams exposed to fire. HBRC journal13(2), pp.145-151.
  15. Cohen, M.D., Olek, J. and Dolch, W.L., 1990. Mechanism of plastic shrinkage cracking in portland cement and portland cement-silica fume paste and mortar. Cement and Concrete Research20(1), pp.103-119.
  16. Ramtekkar, G., Deo, S. and Rath, B., 2017. Durable glass fiber reinforced concrete with supplimentary cementitious materials. International Journal of Engineering30(7), pp.964-971.