Mix Design Processing for Self Compacting Geopolymer Mortar

The mortar flow and speed of self-compacting geopolymer (SCGM) were determined by considering the various influencing parameters for normal (SCM) (GM). test results showed that effect volume water to powder on relative area (Gm) (Rm) was different compared SCM due high viscosity matrix. properties SCGM analyzed in terms ratio, superplasticizer sand alkaline liquid solid ratio. According analysis, prediction models formulated based both physical chemical point view. Moreover, a mix design including chart mathematical expression also proposed. This indicates typical ratio similar with equivalent SCM.