Mix Design Procedure for M30 Grade of Fly Ash Based Geopolymer Self Compacting Concrete

The total world knows about the importance of concrete because it is a major construction material and we know that what are the ingredients in the concrete, the cement is bonding material in the future the high use of cement will create problems because natural resources like limestone get depleted and limestone occupies 60 to 65% of cement and other hand fly ash is creating different types problems for environmental to reducing this all problems some of the researchers are creating geopolymer concrete as solution for all this problems and for this geopolymer concrete mix design procedure are available and other hand we know that importance of self compacted concrete and its usage. The IS 10262-2019, European guidelines by EFNARC are providing guidelines for mix design of self compacted concrete but till now no one is provided guidelines for M30 Grade of Fly Ash Based geopolymer Self Compacting Concrete so here in this paper we will briefly study the guidelines for mix design of Fly Ash Based geopolymer Concrete and also mix design guidelines for self compacted concrete and merge these two guidelines and will provide guidelines for M30 Grade of Fly Ash Based geopolymer Self Compacting Concrete.