Ticularly for LL mortars. Concerning the ternary binary binders, specifically for mortars. Regarding the ternary

Ticularly for LL mortars. Concerning the ternary binary binders, specifically for mortars. Regarding the ternary age had been noted binders (SL, SF, and FL series), they presented slight lower depths than binary ones. series), they presented slight reduce depths than binary ones. binders (SL, SF, and three.six. Mechanical Strengthsn front depth, D-Fructose-6-phosphate disodium salt site mm5250dThe compressive strength outcomes are depicted in Figure 7. This parameter was reduce Carbonation front depth for the mortars with additions at 28 days in comparison with REF specimens. With respect for the binders with active additions, the highest compressive strength within the brief term 250d was observed for SF mortars, whereas this parameter was barely reduced for S, F, and SL 250d 250d series, followed by FL ones. At 28 days, the smallest compressive strength corresponded to250d 250d 250d28dREF L S F SL SF FLFigure 5. Steady-state chloride diffusion coefficient results obtained for the analyzed mortars.Materials 2021, 14,3.5. Carbonation Front Depth9 ofThe depths of carbonation front obtained for the studied binders are represented in Figure 6. Reference mortars showed the lowest carbonation front depths at 28 days, followed by Amongst 28 and these depths have been larger for the decreased for the REF and L mortars. S ones, whereas 250 days, the compressive strengthother binders studied, but L with even though for binders with at them. From 28 addition, it the carbonation depths inseries,slight variations involving least one activeto 250 days, remainedpractically constant creased for all FL series) or even increased (F series). The S, was once more decrease for REF (S, SL, SF, along with the analyzed mortars. At 250 days, this parameterF, and SF mortars showed series, in comparison to the binders with additions. The highest carbonation C2 Ceramide Inhibitor Nevertheless, very equivalent compressive strength at 250 days compared to REF mortars. depths at that at age were noted for the binary binders, especially for L mortars. Concerning the ternary the abovementioned age, the ternary binders with limestone (SL and FL series) had lower binders (SL, SF, and FL series), even though their compressive strength was larger than that values than reference mortars, they presented slight decrease depths than binary ones. observed for the binary binder with only limestone as addition (L series).Materials 2021, 14,Carbonation front depth10 ofCarbonation front depth, mm5250d3.6. Mechanical Strengths250d250d250d250d3 two 1REF28dFigure 6. Carbonation front depths observed at 28 and 250 days for the characterized binders. Figure six. Carbonation front depths observed at 28 and 250 days for the characterized binders.The compressive strength results are depicted in Figure 7. This parameter was reduced 250d for the mortars with additions at 28 days in comparison with REF specimens. With re250d spect to the binders with active additions, the highest compressive strength within the short term was observed for SF mortars, whereas this parameter was barely lower for S, F, and SL series, followed by FL ones. At 28 days, the smallest compressive strength corre28d 28d 28d sponded to L mortars. Between 28 and 250 days, the compressive strength decreased for 28d the REF and L series, although for binders with at least a single active addition, it re28d mainedpractically constant (S, SL, SF, and FL series) or perhaps improved (F series). The S, F, 28d and SF mortars showed quite equivalent compressive strength at 250 days compared to REF mortars. Nevertheless, in the abovementioned age, the ternary binders with lim.