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Results indicate that the increase of water/cement ratio reduces the values of hardened properties and increases the workability.
GRP dust increases the workability, autogeneous shrinkage, deformability and total porosity of mortars, though with a smaller average radius.
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The results obtained for concrete indicated that there is a slight increase in density of nearly 5% as copper slag content increases, whereas the workability increased significantly as copper slag percentage increased compared with the control mixture.
Incorporating treated coarse LWAs increased the workability characteristics of SCLCs.
Waste glass can increase the workability and reduce the density of steel slag concrete.
It was concluded that among the mineral additives used, fly ash and limestone powder significantly increased the workability of SCMs.
For fresh concrete, the inclusion of the ultrafine POFA tends to increase the workability of the HSGCs, and retards the setting times in particular at higher POFA contents.
It was concluded that among the chemical admixtures used, the superplasticizer (SP) significantly increased the workability of SPC.
It was concluded that among the mineral admixtures used, FA and GBSF significantly increased the workability of SCC.
The test results showed that among the mineral admixtures used, FA and GBFS significantly increased the workability and compressive strength of SCC mixtures.
Compared to AS0, the results indicated that the inclusion of LS increased the workability, whilst HL, FA, PC and SF reduced it.
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