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Behaviour of metakaolin based geopolymers incorporating sewage sludge ash (SSA)

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Academic year: 2020

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Figure

Figure 1 – Compressive strength of mortars: a) cured at 65ºC; and b) cured at 25ºC  137
Figure 3 – SEM micrographs of geopolymer fractured surfaces: a) MKB-0; b) MKB-20 (Key: F-  162

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