Abstract
•Effect of concrete placement temperature and curing method was investigated.•Critical temperature for plastic shrinkage was noted to be 25 while for mechanical and durability properties it was both 25 and 45°C.•Curing compound effectively minimizes the plastic shrinkage as compared to plastic sheeting.•Pozzolanic materials performs better at higher concrete placement temperatures of 32 up to 45°C.
This paper reports the results of a study conducted to investigate the effect of concrete placement temperature and curing method on the plastic shrinkage of plain and pozzolanic cement concretes. The concrete specimens were cast at a temperature of 25, 32, 38 or 45°C and exposed to the ambient summer conditions. The specimens were cured by applying a water-based curing compound or covering with a plastic sheet. The performance of ordinary Portland (Type I) cement, fly ash (FA), very fine fly ash (VFFA), silica fume (SF), blast furnace slag (BFS) and natural pozzolan (NP) was evaluated by measuring the plastic shrinkage strain. The results indicated that the curing compound was effective in decreasing the shrinkage strain in all concretes. It was also noted that the critical temperature at which the maximum shrinkage strain occurred was 25°C and as the concrete temperature was approaching the ambient temperature, the shrinkage strain decreased. The 28-day compressive and split tensile strength and pulse velocity were also determined to study the effect of placement temperature on these properties. These data indicated that the critical placement temperature was both 25 and 45°C while the optimum temperature for all cementitious materials was either 32 or 38°C.