“…As shown in Fig. 6, due to the moist environment and further hydration of unhydrated cement particles within the samples under outdoor weathering condition, strength values are similar to those for water curing at the same age explained in the previous section; this is in agreement with the results reported by Gunasekaran, Annadurai, and Kumar, 2012;Shi, 2012;Roy, Puh and Northwood, 1999. The reduction in strength was between 2 and 75%, 24 and 70%, and 7 and 70% in comparison with the control concrete for Series 1, 2, and 3, respectively.…”