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Change of Mechanical Properties of Repair Mortars after Frost Resistance Rests
The use of repair mortars for concrete structures repair with no or limited resistance to the impact caused by freeze and thaw cycles is often the primary repair failure cause. This is particularly important in Poland. Due to the geographical location of the country, there is a large temperature difference between summer and winter. The number of passes through the threshold temperature of 0 °C throughout the year in the winter season exceeds 100. The article presents a comparison of the frostdoi:10.3390/ma14123199 fatcat:biqycrr3tbhwrfdr7tckqlfp7q