Excessive internal heat-up of the green concrete due to the exothermic chemical reaction between cement and water especially in hot climates in construction of dams, tunnels, bridges, and sewage plants etc. has to be avoided in order to prevent cracks and maintain proper strength. During the curing process this heat of hydration raises the temperature of mass, causing an increase of volume. After curing process, the concrete cools down again reducing its volume and thus naturally causing cracks.Therefore, the initial pouring temperature of mass should be lowered so that the maximum temperature during curing process does not exceed a certain temperature determined.