In case of normal OPC based concrete we test the setting time of cement paste and consider it as the setting time of concrete due to less variation. In case of geopolymer concrete I am certain that the same will happen! I think the setting time of geopolymer concrete will vary from the paste. Nevertheless we can test the setting time of geopolymer paste by vicat's apparatus but how we will measure setting time of geopolymer concrete? There is a code in Indian provision to measure the setting time of concrete named penetration resistance test (i.e- IS-8142: 1976), how much this test is appropriate for geopolymers?