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It was found that increasing concrete strength grade is more cost-effective than increasing design cover.
Experimental values show increasing concrete strength with GGBFS up to 40% but at a higher period of maturity (56 days and more).
The results show that the saturated moisture content declines with increasing concrete strength grades and also declines with increasing area volume ratios.
Results also indicated that with regard to the specimens exposed to the same freezing-and-thawing cycles, the initial bond stiffness, the slip at peak bond stress, the maximum bond resistance and the remaining bond strength increased with the increasing concrete strength grade.
Moreover, ductility is descended by increasing concrete strength.
The comparison clearly shows that the effect of tension stiffening at the cracking stage decreases with increasing concrete strength.
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However, the use of fine recycled red ceramic increased concrete strength.
However, in the event of a tunnel fire, the increased concrete strength of the segments increases their likelihood of spalling compared to segments fabricated by ordinary strength concrete.
At early ages, limestone additions can increase concrete strength due to acceleration of cement hydration.
The great effect of W/B ratio on concrete performance may arise as a result of controlling the capillary pores which lead to increased concrete strength (Torregrosa 2014).
Results showed that the torsional strength increases with increasing concrete compressive strength when failure is governed by crushing of the concrete strut.
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