Analysis of factors affecting the bearing capacity of a principal-type paved highway
- Authors: Mokhirev A.P.1, Servatinsky V.V.1, Dudin P.O.1, Sorokina M.N.1, Mokhirev I.A.2, Sokolova A.R.1
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Affiliations:
- Siberian Federal University
- Bauman Moscow State Technical University
- Issue: Vol 21, No 2 (2024)
- Pages: 114-128
- Section: Articles
- URL: https://bakhtiniada.ru/2307-0048/article/view/349884
- DOI: https://doi.org/10.15393/j2.art.2024.7823
- ID: 349884
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Full Text
Abstract
The holding power of a highway is one of the most important indicators for its effective operation. The traffic capacity of the road reduces significantly when this indicator decreases. This is especially true for seasonal highway haul. To preserve the holding power of the highway, it should be properly operated with all negative factors taken into account. Currently, many characteristics have been studied and measures have been proposed to reduce the negative impact on the highway. However, multifactorial modeling should be used in complex road processes. The purpose of this study is to determine the factors affecting the holding power of a principle-type paved highway, as well as their significance. According to the results of the literary analysis, 35 factors were identified for the study. Tentatively each factor was placed into one of the groups: natural-climatic, technological, and operational. The analysis of the factors was based on the results of expert assessments. The experts were engineering and technical workers of road enterprises, employees of the Ministry of Transport of the Krasnoyarsk Territory and representatives of the Department of Highways and Urban Structures of the Siberian Federal University, Russia. A total of 18 people participated in the assessment. When analyzing the estimates, the weighting of each factor was determined. The indicators «Soil moisture» and «Pavement material» had the greatest weight of 9.2 %. It was also possible to identify factors with a weight of more than 0.04. The number of such indicators was six. These factors should be the first ones to take into account when controlling the highway holding power. Besides, 17 out of 35 factors with a weighting index of less than 0.025 were assumed insignificant. In assessing the variance and variation, the consistency of expert opinions was determined to be satisfactory. In general, the research results are consistent with those previously obtained and presented in reputable scientific publications. For further laboratory tests it is necessary to take into account the six most significant factors: soil moisture, pavement material, air temperature and solar radiation, the magnitude of the load on the axle of the vehicle and the tire pressure indicator, the number of repetitions of heavy load application and the interval between these applications, the density of layers of pavement and roadbed.
About the authors
Aleksander Petrovich Mokhirev
Siberian Federal University
Author for correspondence.
Email: ale-mokhirev@yandex.ru
Vadim Vyacheslavovich Servatinsky
Siberian Federal University
Email: VServatinsky@sfu-kras.ru
Pavel Olegovich Dudin
Siberian Federal University
Email: pahadd2@gmail.com
Maria Nikolaevna Sorokina
Siberian Federal University
Email: msorokina@sfu-kras.ru
Ivan Aleksandrovich Mokhirev
Bauman Moscow State Technical University
Email: mohirevivan@yandex.ru
Anzhela Romanovna Sokolova
Siberian Federal UniversityReferences
- Enhancing quality of road pavements through adhesion improvement / V. G. Kozlov, A. V. Skrypnikov, S. I. Sushkov [et al.] // Journal of the Balkan Tribological Association. 2019. Vol. 25, no. 3. P. 678—694
- Increasing the logging road efficiency by reducing the intensity of rutting: mathematical modeling / A. Y. Manukovsky, I. V. Grigorev, V. A. Ivanov [et al.] // Journal of Mechanical Engineering Research and Developments. 2018. Vol. 41, no. 2. P. 35—41. doi: 10.26480/jmerd.02.2018.36.42
- Качанов С. А., Нигметов Г. М. Диагностика и мониторинг конструктивных систем автомобильных дорог // Технологии гражданской безопасности. 2009. Т. 6, № 1-2 (19-20). С. 82—87
- Сафиуллин Р. Р. К вопросу о методике расчёта размера вреда, причиняемого дорожному полотну при транспортировании тяжеловесных грузов автомобильным транспортом в РФ // Известия ТулГУ. Технические науки. 2015. № 5-1. С. 111—117
- Сафиуллин Р. Р., Горев А. Э. К вопросу оптимизации планирования перевозочного процесса тяжеловесных грузов автомобильным транспортом // Вестник гражданских инженеров. 2018. № 5 (70). С. 190—195. doi: 10.23968/1999-5571-2018-15-5-190-195
- Safiullin R. N., Reznichenko V. V., Safiullin R. R. The software adaptive system for managing the heavy cargo transportation process based on the automated vehicle weight and size control system // Journal of Physics: Conference Series, Saint Petersburg, 23—24 April, 2020. Saint Petersburg, 2021. P. 012063. doi: 10.1088/1742-6596/1753/1/012063
- Burgonutdinov A. M., Istomina K. R., Kleveko V. I. Experimental studies of physical and mechanical processes in seasonally frozen soils of constructions of automobile roads // Construction and Geotechnics. 2022. Vol. 13, no. 3. P. 98—106. doi: 10.15593/2224-9826/2022.3.09
- Мохирев А. П., Медведев С. О., Смолина О. Н. Факторы, влияющие на пропускную способность лесовозных дорог // Лесотехнический журнал. 2019. Т. 9, № 3 (35). С. 103—113. doi: 10.34220/issn.2222-7962/2019.3/10
- Пузырева О. К., Мохирев А. П. Экспертная оценка факторов, влияющих на качество щепы // Актуальные направления научных исследований XXI века: теория и практика. 2015. № 9-2 (20-2). С. 245—249
- Алаторцев Д. А., Алексиков С. В. Обоснование расчётных характеристик грунтов земляного полотна // Вестник Волгоградского государственного архитектурно-строительного университета. Серия: Строительство и архитектура. 2005. № 5. С. 73—79
- Каменчуков А. В. Влияние влажности основания дорожной одежды на несущую способность дороги // Транспортные системы Сибири. Развитие транспортной системы как катализатор роста экономики государства: Междунар. научно-практич. конф., Красноярск, 7—8 апреля 2016 года: Сб. науч. тр.: В 2 ч. Красноярск: Сибирский федеральный университет, 2016. Ч. 1. С. 183—187
- Structural analysis of the roadbed with backfill on a foundation with a lower bearing capacity using the finite element method / U. Xu, H. Huang, Z. Yang [et al.] // Achievements of civil engineering. 2021. P. 1690168. doi: 10.1155/2021/1690168
- Galehdzhou B. K., Chelik S., Akbulut S. Experimental and numerical study of the bearing capacity of granular soil, which is affected by the roundness of particles // IJGS. 2017. No. 46 (10), P. 2137—2145
- Sarsembayeva A., Collins P. E. F. Assessment of frost resistance and mechanisms of moisture/chemical migration in the soil of highways using the method of laboratory modeling // Science and Technology of cold regions. 2017. Vol. 133. P. 26—35. doi: 10.1016/J.coldregions.2016.10.003
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