Abstract
The article analyzes regulatory and technical documents and research results that apply to the design of road pavements, identifies the main simplifications allowed in the calculations of structural layers of road pavements, such as incomplete correspondence of design schemes to real operating conditions of structures, inconsistency of standard strength characteristics with actual loads, lack of accounting indicators of weather conditions, changes in the temperature of asphalt concrete during its operation. These errors, according to the authors, lead to the premature destruction of road pavements. In the course of experimental studies, tests were carried out to determine the Poisson’s ratio for asphalt concrete. During the tests, the deformation and strength characteristics of asphalt concrete were clarified through the Poisson ratio. In the course of laboratory experiments, the assumption was confirmed that Poisson’s ratio for various types and compositions of asphalt concrete depends on the temperature and load level, as well as the loading rate. To carry out the experiment, a research methodology was proposed to determine Poisson’s ratio at various temperatures and load levels. The recommended design features of the operation of road pavements in conditions of temperature differences have been substantiated.
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Novik, A., Drozdetskiy, I., Petukhov, P., Labusov, N., Novik, V., Popova, A. (2021). Justification Constructions of the Road Pavement Under Conditions of Changing Road Surface Temperature. In: Vatin, N., Borodinecs, A., Teltayev, B. (eds) Proceedings of EECE 2020. EECE 2020. Lecture Notes in Civil Engineering, vol 150. Springer, Cham. https://doi.org/10.1007/978-3-030-72404-7_17
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