How can prevent or control efflorescence issues related geopolymer concrete? In this regard; are there any threshold (or optimum) values for concentration (or proportions) of alkaline solutions to be used for making geopolymers?

This is in connection with the question asked by Hung Pham van and several papers available on efflorescence of geopolymers. For example.

https://www.sciencedirect.com/science/article/pii/S0958946511001272

https://www.sciencedirect.com/science/article/pii/S0008884614001215

Efflorescence in geopolymers may be the resulted from the excess alkali oxides and free water present in the system.

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