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Optimal polymer content in emulsion (0.0513%) is found to increase the compressive strength, modulus of rupture and flexural toughness 25%, 28%, 387% respectively as compared to control mortar.
The incorporation of up to 50% GGF was found to reduce yield stress by up to 50% compared to control mortar without any GGF.
Moreover, a quaternary blend of ultra-fine VA (20%) with EAFS (10%) and QD (10%) produced strength higher than all other ternary and quaternary blends at all ages and comparable 91 days strength to control mortar.
In addition to control mortar mixtures without fiber addition, coir fiber incorporated composites were prepared by adding 0.4%, 0.6% and 0.75% coir fiber by weight of total mixtures, respectively.
Finally, compressive and flexural strengths of mortar samples produced by replacing cement with 0 25% MK content were tested and the results showed that 15% was the optimal cement replacement level of MK and the mortar so produced exhibited 20% improvement in compressive strength compared to control mortar.
An ettringite structure associated with gel/space ratio in a control mortar is observed.
Freeze thaw resistance of the mortars containing 5% clinoptilolite was higher than control mortar.
The mortar with n-TFG glass sand has higher mechanical properties than control mortar.
Dry unit weight of the mortars with clinoptilolite was lower than the control mortar.
The workability of the mortar is found to increase systematically from 155 ± 5 mm (control mortar) to 167 ± 8 mm (0.2050% polymer modified mortar).
Total water content of the recycled mortars was equal to or greater than that of the control mortar.
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