Onshore wind turbines are commonly supported by massive foundations, composed of hundreds of cubic meters of concrete and tons of steel. This mass concrete releases high heat of hydration during the construction process, especially in the initial period. The high temperature gradient generates significant tensile stresses in the outer zones of the pouring volume, causing the appearance of cracks. As a precooling method for mass concrete, liquid nitrogen (LN) is used to cool the constituent aggregates, with a marked reduction in the temperature gradient of the concrete. The present study aims to evaluate the efficiency of using liquid nitrogen in improving the thermal properties of fresh and hardened concrete in foundations of onshore wind towers. For this purpose, three different mixes of concrete were produced, varying the concentration of liquid nitrogen. The proportions of 80 liters of LN and 110 liters of LN were used for each cubic meter of concrete for cooling the coarse and fine aggregates. For standard or reference sample, no cooling method was used. The heat loss of the concrete over seven days or until the thermal equilibrium of the specimens was analyzed. In parallel, cylindrical specimens were molded, with dimensions of 10 centimeters in diameter and 20 centimeters in height, to evaluate the physical-mechanical properties of the developed concretes. Standardized tests were carried out according to Brazilian regulations, such as the water absorption, void index, specific mass, axial compression strength test and modulus of elasticity. The results show the efficiency of liquid nitrogen application for significant temperature reduction in concreting conditions in hot climate regions.