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Tunnel Lining in the Form of Z-Shaped Segments

https://doi.org/10.31675/1607-1859-2026-28-2-268-275

EDN: YWRRVA

Abstract

This work focuses on the analysis of the behavior of prestressed reinforced concrete tunnel lining elements as a function of the geometric configuration of segments. Particular attention is paid to the influence of the segment shape on the structural stability, stress redistribution, and deformation characteristics of structural elements.
Purpose: The aim of the work is to identify the most effective options. Design solutions are analyzed to improve the reliability and constructability of the tunnel lining with the use of boring machines.
Methodology: Numerical simulation methods are used to assess the stress-strain state of the lining for various segment arrangements. Structural and technological aspects are studied for implementing new geometric configurations.
Research findings: The obtained results can be used to improve the design and construction processes of precast tunnel lining and the performance characteristics of tunnel structures under various geotechnical conditions.

About the Authors

A. S. Elizarov
Pacific National University
Russian Federation

Aleksey S. Elizarov, Research Assistant

136, Tikhookeanskaya Str., 680035, Khabarovsk



A. B. Pavlikov
Pacific National University
Russian Federation

Aleksey B. Pavlikov, Lecturer

136, Tikhookeanskaya Str., 680035, Khabarovsk



A. V. Kamenchukov
Pacific National University
Russian Federation

Aleksey V. Kamenchukov, PhD, A/Professor

136, Tikhookeanskaya Str., 680035, Khabarovsk



A. A. Piotrovich
Far Eastern State Transport University
Russian Federation

Aleksey A. Piotrovich, DSc, Professor

47, Seryshev Str., 680021, Khabarovsk



References

1. Pavlenkov, M.N., Pavlenkov, I.M. Directions and Priorities of Municipal Education Development. Ekonomika: vchera, segodnya, zavtra. 2025; 15(8-1): 541–549. DOI: 10.34670/AR.2025.82.64.057. EDN: QCIZGA (In Russian)

2. Fedunets, B.I., Boyko, F.A. Efficiency Improvement of Subway Tunnel Construction by Tunnel-Boring Mechanized Systems. Gornyi informatsionno-analiticheskii byulleten'. 2014; 5: 115–121. EDN: SCVOPT (In Russian)

3. Tarakanova, V.V., Romanenko, A.I., Buriy, A.I. Prevention and Elimination of Emergency Situations during the construction and Operation of Metro Structures. International Journal of Advanced Studies. 2023; 13(1-2): 7–19. DOI: 10.12731/2227-930X-2023-13-1-2-7-19. EDN: PFCPLN

4. Makovskiy, L.V., Kravchenko, V.V. Underwater Transport Tunnels in Siberia and the Far East. Metro i tonneli. 2024; 1: 28–29. EDN: CNXSTO (In Russian)

5. Makovskiy, L.V., Kravchenko, V.V. The Current State and Prospects of Construction of Mining Transport Tunnels. Transportnoe stroitel'stvo. 2022; 1: 29–32. EDN: UIDWDM (In Russian)

6. Bobrova, T.V. Effectiveness Substantiation of Innovations in Transport Construction. Omsk, 2019. 52 p. (In Russian)

7. Merkin, V.E., Ustinov, D.V., Khokhlov, I.N. Methods of Reinforcing Tunnel Lining and Evaluating their Effectiveness. Transportnoe stroitel'stvo. 2023; 2: 19–22. EDN: BSULTC (In Russian)

8. Rusanov, V.E. Determination of Strength and Deformation Properties of Steel Fiber Concrete for Tunnel Lining. Vestnik MGSU. 2010; 2: 189–197. EDN: MUXQJJ (In Russian)

9. Guskov, I.A., Pestryakova, E.A. Numerical study of seismic resistance of prefabricated tunnel lining of circular shape. Transportnye sooruzheniya. 2023; 10(2). DOI: 10.15862/02SATS223. EDN: IBIDYQ (In Russian)

10. Sokornov, A.A., Konkov, A.N., Veselov, V.V. Assessment of Flexibility of Horseshoe-Shaped and Circular Tunnel Linings in Off-Center Compression Analyses. Putevoi navigator. 2021; 48(74): 28–35. EDN: CZPVXV (In Russian)

11. Ivanov, V.N., Shmeleva, A.A. Geometric Characteristics of Deformed State of Shells with an Orthogonal Coordinate System on the Mid-Surface. Stroitel'naya mekhanika inzhenernykh konstruktsii i sooruzhenii. 2020; 16(1): 38–44. DOI: 10.22363/1815-5235-2020-16-1-38-44. EDN: RCKRJR (In Russian)

12. Nikonorov, R.N., Rusanov, V.E. Accounting for Face Load in Calculations of Ground Settlement during Shield Tunneling in Loose Soils. Transportnoe stroitel'stvo. 2023; 4: 35–38. EDN: JCBWWU (In Russian)


Review

For citations:


Elizarov A.S., Pavlikov A.B., Kamenchukov A.V., Piotrovich A.A. Tunnel Lining in the Form of Z-Shaped Segments. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2026;28(2):268-275. (In Russ.) https://doi.org/10.31675/1607-1859-2026-28-2-268-275. EDN: YWRRVA

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ISSN 1607-1859 (Print)
ISSN 2310-0044 (Online)