The mechanical, durability and microstructural properties of ground granulated blast furnace slag (GGBFS), metakaolin (MK) and copper slag (CS) geopolymer mortars were investigated. CS was used as a partial replacement of GGBFS and MK at different levels of 0%, 10%, 20%, and 30% by weight of the total binder. The outcomes revealed that to maximize the mechanical strength in MK and GGBFS-based geopolymer samples, a 10% CS as a replacement is required. The geopolymer based on MK containing 30% replacement of CS exhibited the lowest water absorption, showing a 32% reduction compared to the 100% MK geopolymer mortar. The GGBFS containing 20% CS performed the best in Rapid Chloride Migration Test. X-Ray Diffraction, Scanning Electron Microscopy and energy dispersive X-ray spectroscopy indicated that geopolymer mortars containing MK formed amorphous gel, sodium aluminum silicate hydrate (N-A-S-H), while geopolymer mortars based on GGBFS produced sodium (or calcium) silicate aluminum hydrate gel [N-(C)-A-S-H].