Engineering and Geological Justification of soil stabilization at Airports in the Arctic Zone of the Russian Federation (using the example of Murmansk airport)
- Authors: Rod'kina I.A.1
-
Affiliations:
- Issue: No 4 (2025)
- Pages: 159-176
- Section: Articles
- URL: https://journal-vniispk.ru/2453-8922/article/view/365824
- EDN: https://elibrary.ru/FZTUYK
- ID: 365824
Cite item
Full Text
Abstract
The airport is a complex and especially responsible engineering structure. The construction of which can take place in any, very often difficult engineering and geological conditions. The tasks of a geological engineer include not only engineering and geological surveys and writing summary reports, but also recommendations on artificial management of soil properties so that they can be used in human engineering and economic activities. Quite often, when detecting soils unfavorable for construction, designers suggest cutting them off and replacing them with others, which is not always economically justified. However, it is possible to achieve stabilization of the soil base in less expensive ways: using methods of technical soil reclamation and engineering protection of territories. This article provides an engineering and geological justification for the use of technical land reclamation methods to stabilize the soil base during the reconstruction of an airport located in the Arctic zone in the absence of frozen soils in the base (using the example of Murmansk airport). Methodology of development of complexes of engineering protection of the airport territory Murmansk includes an analysis of regulatory documents, an analysis of the results of engineering and geological surveys, an analysis of methods of technical soil reclamation recommended in connection with the data of engineering and geological surveys, a design methodology, and positive experience in using solutions at similar facilities. Scientific novelty of the work:1) a methodology has been developed for the engineering and geological justification of the complex of engineering protection of the territory to stabilize the soil base of the airport territory. Murmansk for the construction and reconstruction of linear structures based on the analysis of regulatory documents, design decisions, engineering and geological information and the method of analogies; 3) a complex of engineering protection of the Murmansk airport territory aimed at stabilizing the groundwater base is substantiated.Conclusions: When stabilizing the soil base under the runway, taxiway, aprons, etc. of Murmansk airport, it is necessary to apply a complex of engineering protection of the territory, including mechanical, physico-chemical methods, as well as methods for stabilizing the soil base with geosynthetic materials. Based on the engineering and geological conditions of the territory and the features of airport construction (alkaline environment), the use of geocomposites from PVS raw materials will be optimal, which is also confirmed by the economic benefits.
About the authors
Irina Alekseevna Rod'kina
Email: irina-rodkina2007@yandex.ru
ORCID iD: 0000-0002-1441-5843
References
Реконструкция аэропортового комплекса (г. Мурманск). Проектная документация. Раздел 2. Часть 3. Новгородский филиал АО "Институт Стройпроект"; 2022. 150 с. Sabri M., Ihson J., Fahad A., Hasib R. Stabilization of expansive soil with lime and brick dust. Magazine of Civil Engineering. 2023. № 8. doi: 10.34910/MCE.124.1 EDN: MPVWLW. Anburuvel A. The Engineering Behind Soil Stabilization with Additives: A State-of-the-Art Review. Geotech Geol Eng. 2024. Vol. 42. С. 1-42. doi: 10.1007/s10706-023-02554-x. EDN: XDLANC. de Córdova Caetani B., Nierwinski H., Karasiak Meneguz B. Nanotechnology Applied for Soil Stabilization. Proceeding by 7th International Conference on Geotechnical and Geophysical Site Characterization-a Survey, in: ISC2024. 2024. С. 678-683. Ayub F., Khan S. A. An overview of geopolymer composites for stabilization of soft soils. Construction and Building Materials. 2023. Vol. 404. С. 35-67. doi: 10.1016/j.conbuildmat.2023.133195. EDN: GNJKDO. Родькина И.А. ПТС "Аэропорт". Материалы V международной конференции "Геоинфо". Москва; 2025. С. 143-147. Королев В.А. Инженерная защита территорий и сооружений. Москва: Кн. дом Университет; 2013. 470 с. Khan M., Umar M., Alam M., Ali U., Vatin N.I., Almujibah H. Evaluation of design parameters for geosynthetic reinforced-soil integrated bridge system based on finite element analysis. Frontiers in Materials. 2024. С. 1-15. Комилов С., Худайкулов Р., Эсиргапов А. Особенности усиления насыпи земляного полотна геосинтетическими материалами. Транспорт шелкового пути. Ташкент; 2021. № 1. С. 71-77. Бабаев В. Б., Строкова В. В., Нелюбова В. В., Савгир Н. Л. К вопросу о щелочестойкости базальтовой фибры в цементной системе. Вестник БГТУ им. В.Г. Шухова. 2013. № 2. С. 63-66. EDN: PVMBSR. Вторушин В.Н., Ладнер И.С., Антоновский Д.М. Чем армировать асфальтобетон. Международный опыт. Спб; 2011. 136 с. Демешкин А.Г., Шваб А.А. Влияние агрессивной щелочной среды на прочностные свойства технических волокон. Вестн. Сам. гос. техн. ун-та. Сер. Физ.-мат. науки. 2013. № 2 (31). С. 36-41. Miao Liu, Zirong Guo, Yunfeng Qian, Longxiang Chen, Xiang Mao, Jian Zhao, Dingyi Yang. Investigation into the long-term alkali resistance of basalt fibers. Journal of Building Engineering. 2024. Vol. 98. С. 315-367. Berdnyk O., Lastivka O., Maystrenko A., Amelina N. Processes of structure formation and neoformation of basalt fiber in an alkaline environment. IOP Conference Series: Materials Science and Engineering. 2020. С. 67-93. Jaya R. P., Sulaiman M. A., Duraisamy Y. Durability of Basalt Rebars under Alkaline Environment. Construction Technologies and Architecture. 2023. Vol. 4. С. 35-45. Wu G., Wang X., Wu Z., Dong Z., Xie Q. Degradation of basalt FRP bars in alkaline environment. Science and Engineering of Composite Materials. 2015. Vol. 22, No. 6. С. 649-657. Sami E., Gareth W. Evaluating the Efficiency of Basalt and Glass Fibres on Resisting the Alkaline, Acid, and Thermal Environments. American Journal of Materials Science. 2016. Vol. 6, No. 1. С. 19-34. Минина М. В. Инженерно-геологическое обоснование типовых комплексов противооползневой инженерной защиты автомобильных дорог. Автореферат диссертации на соискание уч. степени к.г.-м.н. по специальности 25.00.08. Москва: Iqprint; 2020. 26 с. EDN: VYWFMW.
Supplementary files
