The Impact of nonlinear soil properties on the design of transmission line towers
- Authors: Vasilev V.S.1, Filyushkin D.I.1
-
Affiliations:
- Saint-Petersburg State University of Architecture and Civil Engineering
- Issue: No 1-2 (2025)
- Pages: 112-116
- Section: Articles
- URL: https://ter-arkhiv.ru/0044-4472/article/view/677236
- DOI: https://doi.org/10.31659/0044-4472-2025-1-2-112-116
- ID: 677236
Cite item
Open Access
Access granted
Abstract
The article analyzes the impact of soil deformation characteristics on the design of transmission line tower structures. Methods for accounting for the compliance of the soil foundation in the “structure–foundation–soil” system model, implemented in the Plaxis software, are reviewed. The results of a comparative analysis of forces in structural elements under various soil deformation modulus values are presented. The study highlights the importance of nonlinear soil properties in improving calculation accuracy and preventing progressive collapse of towers. The necessity of further development of methodologies that consider the interaction between structures and soil foundations under extreme loads is emphasized.
Full Text
About the authors
V. S. Vasilev
Saint-Petersburg State University of Architecture and Civil Engineering
Author for correspondence.
Email: valera-vasilev-99@mail.ru
Postgraduate Student, Engineer
Russian Federation, 4, 2nd Krasnoarmeyskaya Street, Saint Petersburg, 190005D. I. Filyushkin
Saint-Petersburg State University of Architecture and Civil Engineering
Email: tzuktzuktzu.avia2011@yandex.ru
Master, Engineer
Russian Federation, 4, 2nd Krasnoarmeyskaya Street, Saint Petersburg, 190005References
- Senkin N.A., Belyakova T.E., Malchikov D.A., Vasiliev V.S. Actual operation of steel structures of overhead power transmission lines with a voltage of 35 kV and higher. Metallicheskie konstrukcii. 2022. Vol. 28. No. 1, pp. 5–18. (In Russian). EDN: FEJAMT
- Senkin N.A. Consideration of progressive collapse in the design of overhead transmission line supports. Vestnik grazhdanskikh inzhenerov. 2022. No. 4 (93), pp. 37–46. (In Russian). EDN: MXCQXB. https://doi.org/10.23968/1999-5571-2022-19-4-37-46
- Senkin N.A. Progressive collapse and restoration of overhead power transmission line structures. Izvestiya vysshix uchebnyx zavedenij. Stroitel`stvo. 2023. No. 10 (778), pp. 5–20. (In Russian). EDN: VIILKZ. https://doi.org/10.32683/0536-1052-2023-778-10-5-20
- Senkin N.A., Filimonov A.S. The interaction of structural elements in the linear circuit of an overhead power transmission line. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2024. No. 1–2, pp. 101–108. (In Russian). EDN: SCMQKH. https://doi.org/10.31659/0044-4472-2024-1-2-101-108
- Senkin N.A. Interaction of structural elements in the linear circuit of an overhead power transmission line when a support falls. Stroitel’naya mexanika i raschet sooruzhenij. 2024. No. 6 (317), pp. 27–34. (In Russian). EDN: ITCRDE. https://doi.org/10.37538/0039-2383.2024.6.27.34
- Vedyakov I.I., Eremeev P.G., Solovyov D.V. Scientific and technical support and regulatory requirements for the implementation of projects of buildings and structures with a high level of responsibility. Promyshlennoe i grazhdanskoe stroitel’stvo. 2018. No. 12, pp. 14–19. (In Russian). EDN: VRJMYQ
- Moskalev M.B., Goryunov M.V. On the issue of VAT regulation of structures taking into account progressive collapse. Vestnik grazhdanskix inzhenerov. 2020. No. 6 (83), pp. 70–76. EDN: ECFSSC. https://doi.org/10.23968/1999-5571-2020-17-6-70-76
- Poddaeva O., Churin P., Loktev A., Salame T. Stability and reliability of long-span bridge structures. Architecture and Engineering. 2022. Vol. 7, No. 3, pp. 65–75. EDN: LQKXQM. https://doi.org/10.23968/2500-0055-2022-7-3-65-75
- Senkin N.A., Reshetnikov S.S. Foundations of 330 KV overhead line poles on rocky foundations. Fundamenty. 2021. No. 2 (4), pp. 60–63. (In Russian). EDN: GAUZRT
- Senkin N.A. Large crossings of 110–750 kV overhead lines through water spaces. Energoexpert. 2022. No. 1 (81), pp. 26–34. (In Russian). EDN: PDNEZF
- Kozlovskiy V.E., Kasatkina A.V. Calculation of deformations of the foundations of the overhead line supports being pulled out. Fundamenty. 2023. No. 2 (12), pp. 52–53. (In Russian). EDN: DTQESF
Supplementary files
