ДОСЛІДЖЕННЯ ВПЛИВУ ГУМОВОЇ КРИХТИ ЯК СТАБІЛІЗУВАЛЬНОЇ ДОМІШКИ НА ВЛАСТИВОСТІ ЩЕБЕНЕВО-МАСТИКОВОГО АСФАЛЬТОБЕТОНУЖданюк В.К., Костін Д.Ю., Петров В.І. Харківський національний автомобільно-дорожній університет Анотація. У статті наведені результати експериментальних досліджень впливу концентрації стабілізувальної домішки «Myactive 75», що є гумовою крихтою, отриманою подрібненням старих вантажних шин, на показник однорідності ЩМАС-15 і властивості щебеневомастичного асфальтобетону (ЩМА) виду ЩМА-15. Ключові слова: щебенево-мастиковий асфальтобетон, щебенево-мастикова асфальтобетонна суміш, стабілізувальна домішка, гумова крихта, целюлозна гранульована домішка, властивості, однорідність, показник стікання в'яжучого.

The effect of modification of asphalt concrete mixtures of different grain sizes with “Ric-Polycell” (Ukraine) and “Duroflex®-SMA” thermoplastic polymers (Germany), which were added directly to the asphalt mixer during their preparation, on the properties of asphalt concrete was studied. It is confirmed that it is more expedient to use stone mastic asphalt concretes with a larger size of mineral crushed stone grains on high-traffic roads, as they are more rutting-resistant compared to asphalt concretes with smaller size and content of crushed stone grains. The effect of the temperature of preparation and thermostating of asphalt concrete mixtures modified with the investigated thermoplastics on the compressive strength of asphalt concrete at a temperature of 50 °С, which were made of the studied mixtures, was investigated. It was found that the maximum possible temperatures of preparation and thermostating of asphalt concrete mixes provide a more complete modification. The effect of the content of thermoplastic polymers in the composition of asphalt concrete mixtures on the properties and rutting resistance of fine-grained asphalt concrete, as well as stone mastic asphalt concrete, was studied. It was found that adding the “Ric-Polycell” polymer in the amount of 1.5 % and 3 % by weight of bitumen in the composition of the studied asphalt mixtures in the asphalt mixer during their preparation increases the rutting resistance of asphalt concrete under the studied conditions by 2.52–3.86 times. Modification of asphalt concrete mixtures with the “Duroflex®-SMA” additive in the amount of 0.3 % and 0.6 % by weight of the aggregate by a similar technology also allows increasing the rutting resistance of the obtained asphalt concrete by 1.86–3.16 times. Using these modifiers in the future will have a positive effect on the service life of the entire pavement structure

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