Field data analysis in construction of escalator tunnel at Spasskaya Station of the Saint-Petersburg Metro using tunnel boring machine

Authors: Kostenko B V

In April–June 2012 in the Saint-Petersburg Metro, an escalator tunnel was constructed at Spasskaya Station using a tunnel boring machine (TBM). That was the world’s fourth event of the escalator tunnel heading by TBM under additional load applied on the face from the overlying strata. The article discusses the escalator tunnel heading results. The field data were obtained in geotechnical monitoring accomplished by NIPII Lenmetrogiprotrans LLC. It was interesting how the new heading technologies influenced ground surface subsidence. The ground surface subsidence versus time and the subsidence trough by the end of the geotechnical monitoring were plotted. The individual heading factors of the highest effect on ground subsidence were analyzed: overlying strata pressure and quality of mortar grouting injection in the void behind the lining. The subsidence observation duration was taken into account. Based on the field data, the parameters of subsidence troughs were calculated, namely: distance to the subsidence trough bend—i; maximum subsidence in the lateral trough—Sv,max; coefficient of the site geology—k; subsidence trough width—L; subsidence trough volume—Vs; volume loss—VL. The calculated parameters were compared with the theoretical values.

Keywords: escalator tunnel, subsidence trough, grouting, overlying rock load, field data, geotechnical monitoring.
For citation:

Kostenko B. V. Field data analysis in construction of escalator tunnel at Spasskaya Station of the Saint-Petersburg Metro using tunnel boring machine. MIAB. Mining Inf. Anal. Bull. 2022;(4):100-115. [In Russ]. DOI: 10.25018/0236_1493_2022_4_0_100.

Issue number: 4
Year: 2022
Page number: 100-115
ISBN: 0236-1493
UDK: 624.121.542
DOI: 10.25018/0236_1493_2022_4_0_100
Article receipt date: 02.07.2021
Date of review receipt: 26.01.2022
Date of the editorial board′s decision on the article′s publishing: 10.03.2022
About authors:

B.V. Kostenko, Engineer, Scientific, Research, Design and Surveying Institute «Lenmetrogiprotrans», 191002, Saint-Petersburg, Russia, e-mail:


For contacts:

1. Shtern G. Ya., Sorokin N. A. Construction of escalator tunnel in Moscow with TBM «Lovat». Metro i tonneli. 2009, no. 2, pp. 6—7. [In Russ].

2. Bezrodnyy K. P., Lebedev M. O., Egorov G. D. Construction of escalator tunnels in SaintPetersburg. Metro i tonneli. 2015, no. 1, pp. 14—17. [In Russ].

3. Bezrodnyy K. P., Lebedev M. O. Field investigations of stress-stain state of the system «lining-soil mass». Metro i tonneli. 2011, no. 6, pp. 28—30. [In Russ].

4. Bezrodnyy K. P., Lebedev M. O. Mining and environmental monitoring as a tool for understanding the geomechanical processes during the construction of subway. Metro i tonneli. 2016, no. 3, pp. 10—11. [In Russ].

5. Hyunku Park, Ju-Young Oh, Dohyung Kim, Seokbue Chang Monitoring and analysis of ground settlement induced by tunneling with slurr pressure-balanced tunnel boring machine. Advances in Civil Engineering. 2018, vol. 2018, pp. 1—10. DOI: 10.1155/2018/5879402.

6. Geng D., Vojtasik K. Measured analysis of ground settlement deformation of underground tunnel. IOP Conference Series: Earth and Environmental Science. 2019, vol. 310, no. 2, article 022063. DOI: 10.1088/1755-1315/310/2/022063.

7. Lebedev M. O., Egorov G. D. Geotechnical monitoring in construction of escalator tunnels MIAB. Mining Inf. Anal. Bull. 2019, no. 10, pp. 146–159. [In Russ]. DOI: 10.25018/02361493-2019-10-0-146-159.

8. El-Nahhas F. M., El-Mossallamy Y. M., El-Shamy A. A. 3D analysis of ground settlement induced by mechanized tunneling. International Conference on Structural and Geotechnical Engineering. Ain Shams University, 2015.

9. Guskov I. A., Petryakova E. A., Kharitonov S. S. Methods for estimating sediment during tunneling using a mechanizes tunneling. Transportnye sooruzheniya. 2019, no. 3, pp. 1—12. [In Russ].

10. Haiqing Yang, Fang Liu, Shaoze Lin Investigation on the 3D ground settlements induced by shallow tunneling considering the effects of buildings. Journal of Civil Engineering. 2020, vol. 24, pp. 365—376.

11. Avershin S. G. Raschet deformatsiy massiva gornykh porod pod vliyaniem podzemnykh razrabotok [Calculation of rock mass deformations under the influence of underground mining], Leningrad, VNIMI, 1960, 87 p.

12. Limanov Yu. A. Osadki zemnoy poverkhnosti pri sooruzhenii tonneley v kembriyskikh glinakh [Ground settlements during the construction of tunnels in Cambrian clays], Leningrad, LIIZHT, 1957.

13. Khutskiy V. P. Sdvizhenie zemnoy poverkhnosti pri stroitel'stve peresadochnykh uzlov metropolitena v usloviyakh Sankt-Peterburga [Ground settlements during the construction of metro transfer hubs in the conditions of St. Petersburg], Candidate’s thesis, Saint-Petersburg, PGUPS, 2003, 132 p.

14. Karasev M. A. Tunnel induced deformation of strata and formation of surface settlement trought during construction process. Journal of Mining Institute. 2011, vol. 190, pp. 163—171. [In Russ].

15. Binh Thanh Le, Minoru Kuriki, Quoc Phan, Neil Taylor An empirical analysis on measured ground surface settlement induced by TBM tunneling in Ho Chi Minh city. Geotechnics for Sustainable Infrastructure Development, Lecture Notes in civil Engineering. 2020, pp. 305— 312. DOI: 10.1007/978-981-15-2184-3_38.

16. Karasev M. A. Prognoz geomekhanicheskikh protsessov v sloistykh porodnykh massivakh pri stroitel'stve podzemnykh sooruzheniy slozhnoy prostranstvennoy konfiguratsii v usloviyakh plotnoy gorodskoy zastroyki [Forecast of geomechanical processes in layered massives during construction of underground structures of complex configuration in condition of dense urban development], Doctor’s thesis, Saint-Petersburg, SPbGU, 2017, 307 p.

17. Gulielmetti V., Grasso P., Mahtaba A. Mekhanizirovannaya prokhodka tonneley v gorodskikh usloviyakh. Metodologiya proektirovaniya i upravleniya stroitel'stvom [Mechanized tunneling in urban conditions. Methodology of design and construction management], Saint-Petersburg, 2013, 602 p.

18. Koukoutas S. P., Sofianos A. I. Settlements due to single and twin tube urban EPB shield tunneling. Geotechnical and Geological Engineering. 2015, vol. 33, pp. 487—510.

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