The impact of complex engineering and geological conditions on the durability of the polymer pipeline

Keywords: landslides, subsidence phenomena, complex engineering and geological conditions, stability of slopes, fiberglass collectors

Abstract

Formulation of the problem. During the construction of the oil collector, in order to ensure uninterrupted transportation of products, it was planned to lay an industrial oil collector made of fiberglass pipes. In some areas, repeated depressurization of the joints of the fiberglass oil collector occurred. In this regard, there was a need for a comprehensive approach to establishing the causes of the aerial situations.

The purpose of the article is to analyze the impact of complex engineering and geological conditions on the durability of the polymer pipeline using the example of an industrial oil collector made of fiberglass pipes of the Anastasiv deposit, located in the territory of the Romen district of the Sumy region of Ukraine.

Materials and methods. To achieve the goal, a visual survey of the geological and geomorphological structure was performed, as well as the analysis of the engineering and geological conditions of the territory where the fiberglass pipeline is laid. Soil samples were taken from the place of depressurization of the polymer pipeline joint, and their physical and mechanical characteristics were determined. Modeling and calculation of the stability of the slope on which the depressurization of the joint of the polymer pipeline occurs, were carried out by the finite element method.

Results. During the examination of the fiberglass pipeline, negative and potentially negative factors of the engineering and geological conditions influence on the laying and operation of fiberglass collectors were established. It was revealed that there was a discrepancy between the design decision and the actual layout of the fiberglass pipes, which could lead to the occurance of areas of "sag" and, as a result, an increase in the stresses in the pipeline from the backfill load. At the same time, the realization of subsidence phenomena of IGE 5 after laying the pipeline also led to additional non-design stresses. The analysis of engineering-geological and hydrogeological conditions indicates the possible activity of slope processes in the study area, which leads to a violation of the stability of the slope and, consequently, the occurrence of additional displacement and stresses due to,deformation of the soil massif.

Scientific novelty and practical significance. The necessity of conducting engineering-geological surveys to assess the impact of complex engineering and geological conditions on the durability of a polymer pipeline is substantiated. The main negative processes and phenomena that led to emergency situations on the territory of laying the polymer pipeline were identified.

Downloads

Download data is not yet available.

Author Biographies

Vadym Aleksandrovych, O. M. Beketov National University of Urban Economy in Kharkiv

PhD (Technics), Associate Professor

Olha Havryliuk, O. M. Beketov National University of Urban Economy in Kharkiv

Senior Lecturer

Valeriy Sukhov, V. N. Karazin Kharkiv National University

PhD (Geology)

References

Revazov, A. (2010). Analysis of emergencies and emergencies at the facilities of the main gas pipeline transport and measures to prevent their occurrence and reduce the consequences. Quality management in the oil and gas complex, 1, 68-70 [in Russian]

Zhovtulya, L. (2015). Geospatial predictive modeling in the process of assessing the risks of operation of main pipelines. Acta Universitatis Pontica Euxinus. Special issue, 399-403 [in Ukrainian]

Zhovtulya, L., Vashchishak, S., Tsikh, V., Сich L., Yavorsky A. (2016). Methodology for determining the presence of risks in the operation of underground pipelines, taking into account the influence of the parameters of the sur-rounding soil. Scientific Proceedings, 1(187), 329-332 [in Russian]

Zhovtulya, L.Ya., Karpash, O.M. (2015). Analysis of approaches to identifying and preventing the risks of acci-dents in the operation of main pipelines. Exploration and development of oil and gas deposits, 2, 28-34 [in Ukrainian]

Khrutba, V., Vaigang, G., Stegnii, O. (2017). Analysis of environmental hazards during the operation and repair of main pipelines. Ecological safety, 2, 75-82 [in Ukrainian]

Kryzhanivskyi, E., Rudko, V., Shatskyi, I. (2004). Assessment of permissible loads on the pipeline in the zone of soil slippage. Physical and chemical mechanics of materials, 4, 98-100 [in Ukrainian]

Kryzhanivskyi, E., (2005). Innovations in ensuring the reliable operation of gas pipelines in landslide-prone mountain conditions. Science and innovation, 1(5), 101-106 [in Ukrainian]

Kryzhanivskyi, E., Poberezhny, L., Shkitsa, L. (2007). Protection of the environment from accidents and catastro-phes of pipeline systems in difficult operating conditions. Exploration and development of oil and gas deposits, 1 (22), 77–82 [in Ukrainian]

Goshovsky, S., Rudko, G., Presner, B. (2002). Environmental safety of techno-natural geosystems in connection with the catastrophic development of geological processes. Kyiv: Nichlava, 624 [in Ukrainian]

Oil and Natural Gas Industry Methane Emissions: Worldwide - Top 5 Emitting Countries. Available at: http://www.epa.gov/gasstar/basicinformation/index.html#sources

Struk, A. (2019). Stresses in the underground pipeline from foundation damage near the anchorage. Oil and gas energy, 2, 53-60. doi: https://doi.org/10.31471/1993-9868-2019-2(32)-53-60 [in Ukrainian]

Savinov, O. (1979). Modern designs of foundations for machines and their calculation. Leningrad: Stroyizdat, 200 [in Russian]

Kudryavtsev, I. (1999). Influence of vibration on the foundations of structures. Gomel: BelGUT, 274 [in Russian]

Vinnikov, Yu (2009). The influence of the vibration mode of rollers on the compaction of low-cohesive overburden rocks. Coll. of science works (Industrial machine building, building). Poltava: PNTU, 25, 40 – 49 [in Ukrainian]

Sawicki, A., Mierczynski, J. (2015). Some effects of intrinsic cyclic loading in saturated sands. Journal of theoreti-cal and applied mechanics, 53 (2), 285-293. doi: https://doi.org/10.15632/jtam-pl.53.2.285

Sawicki, A., Mierczynski, J., Sławińska, J. (2015). Structure and Calibration of Constitutive Equations for Granu-lar Soils. Studia Geotechnical et Mechanical, 36(4), 35-46. doi: https://doi.org/10.2478/sgem-2014-0034

Aleksandrovych, V. (2013). Structure-soil massif system behavior features under static and dynamic loads. Proc. of the 18th Intern. Conf. on Soil Mechanics and Geotechnical Engineering (Paris), 1627–1629.

Aleksandrovych, V., Havryliuk, O. (2021). Investigation of the Influence of Dynamic Loads of Industrial Equipment on the Occurrence of Prolonged Yielding of their Foundation Soils. IOP Conf. Series: Materials Science and En-gineering, 1021(1) 012010. doi: https://doi.org/10.1088/1757-899X/1021/1/012010

Levenko, H., Aleksandrovych, V. (2021). Reconstruction of Shallow Foundations Using Peracetic Silicate Solu-tions. IOP Conf. Series: Materials Science and Engineering, 1021 (1) 012010. doi: https://doi.org/10.1088/1757-899X/1021/1/012020

Lange, D. (2009). Comparing Vibratory and Impact Laboratory Compaction Methods. Proc. of 17th Intern. Conf. on Soil Mechanics and Geotechnical Engineering (Alexandria, Amsterdam), 93 – 96. doi: https://doi.org/10.3233/978-1-60750-031-5-93

Kim, S. (2005). Effects of irregular dynamic loads on soil liquefaction. Proceedings of the 16th International Con-ference on Soil Mechanics and Geotechnical Engineering (Osaka), 2673 – 2676. doi: https://doi.org/10.3233/978-1-61499-656-9-2673

Areshkovych, О. (2005). Determination of the stress strain state of soil base for the structures at static and dynamic loads. Proceedings of the 16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka), 1225–1230. doi: https://doi.org/10.3233/978-1-60750-801-4-1225

Published
2022-12-01
Cited
How to Cite
Aleksandrovych, V., Havryliuk, O., & Sukhov, V. (2022). The impact of complex engineering and geological conditions on the durability of the polymer pipeline. Visnyk of V. N. Karazin Kharkiv National University, Series "Geology. Geography. Ecology", (57), 8-16. https://doi.org/10.26565/2410-7360-2022-57-01