THE EFFECT OF PYROLYSIS TEMPERATURE ON INTERPHASE INTERACTION AND STRUCTURE FORMATION IN ASPHALT MIXTURES MODIFIED WITH BIOCHAR
DOI:
https://doi.org/10.32782/2415-8151.2026.40.4Keywords:
biochar, asphalt concrete mixtures, pyrolysis temperature, interfa- cial interaction, microporosity, aging, wettability, adhesion, moisture resistance, cracking resistance, bituminous binder, road pavements, structure formation, service durabilityAbstract
Purpose. The purpose of the study is to determine the influence of pyrolysis temperature on interfacial interaction in the «biochar – bitumen – mineral aggregate» system and on the structure formation patterns of asphalt mixtures modified with biochar. Particular attention is focused on identifying the temperature range that provides the best combination of adhesion activity, structural stability, and resistance of the mixture to moisture and thermo-oxidative effects. Methodology. The study is based on a theoretical analysis and synthesis of recent research on pyrolytic biochar production and its use in asphalt mixtures. The influence of pyrolysis temperature was assessed through the properties that directly determine the efficiency of biochar in asphalt mixtures, namely specific surface area, microporosity, content of functional groups, wetting energy, adsorption capacity for light bitumen fractions, and the nature of adhesion to mineral aggregate. The methodological basis of the work is the interpretation of structure formation as a consequence of controlled changes in the interfacial properties of biochar depending on the temperature of its thermal treatment. Results. It was established that pyrolysis temperature is the key parameter governing the functional performance of biochar in asphalt mixtures. At temperatures below 550 °C, volatile and oxygen-containing compounds remain in the biochar structure, which weakens the cohesion of the bitumen film, increases moisture susceptibility, and prevents the formation of a continuous contact layer at the phase boundary. At temperatures above 750 °C, biochar becomes excessively inert, which is accompanied by a decrease in the number of functional groups and poorer wetting by bitumen. The most favorable conditions for interfacial interaction and structural stabilization of the mixture are achieved within the range of 600–700 °C, where biochar acquires an optimal balance of microporosity, moderate polarity, and hydrophobicity. This leads to improved adhesion strength, reduced moisture sensitivity, delayed aging of the bituminous binder, and better structural stability of the asphalt mixture. Scientific novelty. The scientific novelty of the study lies in the systematic substantiation of the relationship between biochar pyrolysis temperature and the mechanisms of its action in asphalt mixtures through changes in surface energy, wettability, adsorption capacity, and the nature of contact with bitumen and mineral aggregate. In contrast to generalized assessments of the prospects for biochar application, the present study focuses on the interfacial mechanisms that determine structure formation and durability. Practical relevance. The obtained results can be used to substantiate the parameters of pyrolytic biochar production intended for asphalt mixture modification, as well as to select technological regimes that ensure improved moisture resistance, aging stability, and structural uniformity of the road material. The practical implementation of this approach creates preconditions for increasing pavement durability and rational use of secondary bioresources in road construction.
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