mgssuvestВестник МГСУVestnik MGSU1997-09352304-6600Moscow State University of Civil Engineering (National Research University) (MGSU)10.22227/1997-0935.2024.1.115-127mgssuvest-166Research ArticleТехнология и организация строительства. Экономика и управление в строительствеTechnology and organization of construction. Economics and management in constructionМоделирование управляющих воздействий на эксплуатационной стадии жизненного цикла автомобильных дорогModelling of control actions at the operational stage of the life cycle of roadshttps://orcid.org/0000-0001-5912-1235ТиратурянА. Н.TiraturyanA. N.

Артем Николаевич Тиратурян — доктор технических наук, доцент, профессор кафедры автомобильных дорог

344000 г. Ростов-на-Дону, пл. Гагарина, д. 1

РИНЦ ID: 803524, Scopus: 57190178833, ResearcherID: Q-2390-2017

Artem N. Tiraturyan — Doctor of Technical Sciences, Associate Professor, Professor of the Department of Automobile Roads

1 Gagarin square, 344000, Rostov-on-Don

ID RSCI: 803524, Scopus: 57190178833, ResearcherID: Q-2390-2017

tiraturjan@list.ruДонской государственный технический университет (ДГТУ)РоссияDon State Technical University (DSTU)Russian Federation202431012024191115127Copyright © Тиратурян А.Н., 20242024Тиратурян А.Н.Tiraturyan A.N.Данная работа распространяется под лицензией Creative Commons Attribution 4.0.This work is licensed under a Creative Commons Attribution 4.0 License.https://www.vestnikmgsu.ru/jour/article/view/166Введение

Введение. Одной из сложных проблем управления дорожными активами является отсутствие единых интегральных показателей их состояния, учитывающих одновременно изменение продольной ровности покрытия, визуального состояния и общего модуля упругости на эксплуатационной стадии жизненного цикла (ЖЦ) автомобильной дороги. Их отсутствие приводит к невозможности эффективного моделирования различных сценариев изменения эксплуатационного состояния дороги при осуществлении управляющих воздействий в виде работ по содержанию, ремонту капитальному ремонту. Цель исследования — выработка данного критерия и формулирование основ для моделирования различных сценариев применения управляющих воздействий на эксплуатационной стадии ЖЦ.

Материалы и методы

Материалы и методы. В качестве основного показателя состояния автомобильной дороги на эксплуатационной стадии ЖЦ используется интегральный уровень сохранности, представляющий собой произведение долей участка автомобильной дороги, находящихся в удовлетворительном состоянии, по показателям — общий модуль упругости на поверхности дорожной одежды, продольная ровность и визуальное состояние. Для обоснования применимости данного показателя и развития методики моделирования управляющих воздействий используется аппарат теории надежности и математической статистики.

Результаты

Результаты. На основе зависимостей, характеризующих изменение каждого из показателей в течение срока службы с учетом предположения о нормальном характере их распределения, получена проектная кривая изменения интегрального уровня сохранности для автомобильных дорог с интенсивным движением. Рассмотрены различные сценарии назначения управляющих воздействий и показано их влияние на величину интегрального уровня сохранности автомобильной дороги.

Выводы

Выводы. Установлено, что для ряда случаев восстановление потребительских свойств автомобильной дороги без восстановления несущей способности не обеспечит продление срока службы. Выполнено моделирование различных сценариев назначения управляющих воздействий в виде работ по содержанию, ремонту и капитальному ремонту. Определены перспективы применения предложенного подхода, связанные с использованием аппарата теории эффективности технических систем.

Introduction

Introduction. One of the complex problems of road asset management is the lack of unified “integral” indicators of their condition, which simultaneously take into account the change in the longitudinal smoothness of the road surface, visual condition, and the general modulus of elasticity at the operational stage of the road life cycle. Their absence leads to the impossibility of effective modelling of various scenarios of changes in the operational condition of the road when various kinds of control actions in the form of maintenance, repair and overhaul are carried out. The purpose of this study is to develop this criterion and formulate the basis for modelling various scenarios for the application of control actions at the operational stage of the life cycle.

Materials and methods

Materials and methods. As the main indicator of the road condition at the operational stage of the life cycle, it is proposed to use the integral level of safety, which is the product of the shares of the road section that are in satisfactory condition according to the indicators — the general modulus of elasticity on the surface of the pavement, longitudinal smoothness and visual condition. To substantiate the applicability of this indicator and develop a methodology for modelling control actions, the apparatus of the theory of reliability and mathematical statistics is used.

Results

Results. Based on the dependencies characterizing the change in each of these indicators during the service life, taking into account the assumption of the normal nature of their distribution, the design curve of change of the integral level of safety for highways with heavy traffic (> 5,000,000 applications of the design load for the service life) was obtained. Various scenarios for assigning control actions are considered and their influence on the value of the integral level of road safety is shown. It is shown that for a number of cases, the restoration of the consumer properties of the road without the restoration of the bearing capacity will not provide an extension of the service life. Modelling of various scenarios for the assignment of control actions in the form of maintenance, repair and overhaul work was carried out based on the indicator — the integral level of safety.

Conclusions

Conclusions. It is shown that for a number of cases the restoration of the consumer properties of the road without the restoration of the bearing capacity will not provide service life extension. Modelling of various scenarios for the assignment of control actions in the form of maintenance, repair and overhaul has been carried out. The prospects of application of the given approach connected with the use of the apparatus of the theory of efficiency of technical systems are determined.

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