veststuВестник Сибирского государственного университета путей сообщенияBulletin of Siberian State University of Transport1815-9265Сибирский государственный университет путей сообщения10.52170/1815-9265_2022_60_104veststu-14Research ArticleСТРОИТЕЛЬСТВО И АРХИТЕКТУРАBUILDING AND ARCHITECTUREМетод расчета предельной глубины колеи для безопасного движенияMethod for calculating the limit rut depth for safe trafficАлександровА. С.AleksandrovA. S.

Анатолий Сергеевич Александров – кандидат технических наук, доцент кафедры «Строительство и эксплуатация дорог»

Омск

Anatoly S. Aleksandrov – Candidate of Engineering, Associate Professor of the Construction and Operation of Roads Department

Omsk

aleksandrov00@mail.ruСеменоваТ. В.SemenovaT. V.

Татьяна Викторовна Семенова – кандидат технических наук, доцент кафедры «Строительство и эксплуатация дорог»

Омск

Tatyana V. Semenova – Candidate of Engineering, Associate Professor of the Construction and Operation of Roads Department

Omsk

stv8@yandex.ruСибирский государственный автомобильно-дорожный университетРоссияSiberian State Automobile and Highway UniversityRussian Federation20223003202201104116Copyright © Александров А.С., Семенова Т.В., 20222022Александров А.С., Семенова Т.В.Aleksandrov A.S., Semenova T.V.Данная работа распространяется под лицензией Creative Commons Attribution 4.0.This work is licensed under a Creative Commons Attribution 4.0 License.https://www.vestnikstu.ru/jour/article/view/14

   Образование колей на покрытиях дорожных одежд нежесткого типа, в том числе на усовершенствованных асфальтобетонных покрытиях, является проблемой, которую пытаются решить во всем мире. Для этого выполняют исследования по разработке материалов и технологий, позволяющих строить слои дорожной одежды, устойчивые к сдвигу и пластическому деформированию; создают расчетные методики, позволяющие прогнозировать увеличение глубины колеи в процессе эксплуатации дороги; проводят экспериментальные и теоретические исследования, позволяющие определить максимальную глубину колеи при условии сохранения транспортно-эксплуатационных показателей дороги на приемлемом уровне. Совокупность таких исследований позволяет рассчитывать необходимую толщину дорожной одежды при ограничении глубины колеи предельным значением. В таких расчетах глубина колеи, возникающей в результате износа покрытия и остаточных деформаций слоев конструкции, сравнивается с предельным значением. Предельные значения назначаются согласно требованиям норм и стандартов. Анализ предельных значений глубины колеи, рекомендованных разными авторами и применяемых на практике в различных дорожных агентствах, показал, что эти значения отличаются в 1,5–2,5 раза.   В статье представлен метод расчета предельной глубины колеи, позволяющий ограничивать ее значения в зависимости от требуемых значений коэффициента сцепления шины с покрытием, скорости движения по участку дороги, глубины слоя воды в колее и параметров шероховатости покрытия. В основу расчета предельной глубины колеи положен критерий, согласно которому фактическое значение коэффициента сцепления шины с покрытием не может превышать предельного значения.

   Rutting of flexible road pavements including the improved asphalt-concrete ones is a problem that is being solved all over the world. For this purpose, research is being carried out in the direction of developing materials and technologies that make it possible to build layers of pavement that are resistant to shear and plastic deformation. They create calculation methods that allow predicting the increase in the rut depth during the operation of the road. Experimental and theoretical studies are carried out to determine the maximum rut depth, based on the conditions for maintaining the transport and operational indicators of the road at an acceptable level. The combination of such studies allows to calculate the required thickness of the pavement from the condition of limiting the depth of the rut by a limit value. In these calculations, the rut depth resulting from pavement wear and residual deformations of the structural layers is compared with a limit value. Limit values are assigned in accordance with the requirements of norms and standards. Analysis of the limit values of the rut depth recommended by different authors and used in the practice of various road agencies showed that these values differ by a factor of 1,5–2,5.   The article presents a method for calculating the limiting depth of a rut, which makes it possible to limit its values depending on the required values of the coefficient of adhesion of the tire to the surface, the speed of movement along the road section, the depth of the water layer in the rut and the parameters of the roughness of the surface. The basis for calculating the limit rut depth is the criterion according to which the actual value of the coefficient of adhesion of the tire to the surface cannot exceed the limit value. The formulas for calculating the limit rut depth and the calculation results for various conditions of the pavement are given.

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The authors declare that there are no conflicts of interest present.