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TECHNICAL PAPER


           10.  In the case of sulphate attack, no cracking, volume   review”. Discover Civil Engineering, Vol. 1, No. 1,
               expansion, or deterioration of the concrete was observed.  pp. 145-152.
           11.  Based on this study, fly ash-based GPC with 4 percent   [6]   Fang, Y., Wang, C., Yang, H., Chen, J., Dong, Z., and Li,
               OPC and ambient curing has been found to be the most   L. Y. (2024). “Development of a ternary high-temperature
               suitable option for cast-in-situ construction, serving as a   resistant geopolymer and the deterioration mechanism
               replacement for conventional concrete.                 of its concrete after heat exposure”, Construction and

                                                                      Building Materials, Vol. 449, No. 1, pp. 138291-138301.
           DECLARATION
                                                                  [7]   IS: 3812 Part-1 (2013). “Specification for pulverized fuel
           1.   The data used in this manuscript is laboratory        ash”, Bureau of Indian Standards, New Delhi, India.
               experimental results.
                                                                  [8]   Shinde, B. H., Nawale, B. S., and Kadam, K. (2023).
           2.   No funding was received to assist with the preparation and
               publication of this manuscript.                        “Relationship between flexural and compressive strength
                                                                      of fly ash based geopolymer concrete with ambient
           3.   There is no conflict of interest for submitting and   curing”, The Indian Concrete Journal, Vol. 97, No. 3,
               publishing this work to this journal.                  pp. 26-34.


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