Interactive control of process variables in double-track tunnel driving between subway stations

Authors: Konyukhov D.S.

Preservation of the surface urban development during subway construction is a critical task requiring elaboration of a sound action plan. A special attention should be paid to intersections under critical, highly technical and unique buildings and structures on ground surface, monuments of history, culture and architecture, as well as under areas under special protection. The article reviews an action plan on scientific and technical supervision and interactive control over the process variables in double-track tunnel driving between two stations in terms of the Pechatniki Station of Moscow Metro’s Big Circle Line. The interactive control assumes: verification of the numerical modeling results, recording of the process variables during tunnel driving (set-on weight pressure, excavated rock mass volume, grouting volume and injection pressure), automated monitoring, geodetic surveying of ground surface deformation, GPR survey of soil in order to reveal leaks, radio wave geointroscopy (RWGI) of interwell space in the zone of intersection between the operating and abuilding tunnels, analysis of monitoring data and interactive control over tunnel driving parameters. The analysis of the research findings shows that geoengineering design quality improvement requires implementing the full-scale research into the dependence of the excess excavation ratio on the design features of a tunnel boring machine and on the geotechnical conditions of tunneling.

Keywords: underground space development, scientific and technical supervision of construction, interactive control, monitoring, process-induced deformation, high technologies.
For citation:

Konyukhov D. S. Interactive control of process variables in double-track tunnel driving between subway stations. MIAB. Mining Inf. Anal. Bull. 2022;(5):84-94. [In Russ]. DOI: 10.25018/0236_1493_2022_5_0_84.

Acknowledgements:
Issue number: 5
Year: 2022
Page number: 84-94
ISBN: 0236-1493
UDK: 624.1
DOI: 10.25018/0236_1493_2022_5_0_84
Article receipt date: 27.02.2022
Date of review receipt: 07.03.2022
Date of the editorial board′s decision on the article′s publishing: 10.04.2022
About authors:

D.S. Konyukhov, Cand. Sci. (Eng.), Assistant Professor, National University of Science and Technology «MISiS», 119049, Moscow, Russia, e-mail: gidrotehnik@inbox.ru.

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Bibliography:

1. Istratov V. A., Golenkov A. V., Kuznetsov N. M., Perekalin S. O., Cherepanov A. O. Patent RU 2710874, 27.03.2019. [In Russ].

2. Istratov V. A., Skrynnik A. V., Perekalin S. O., Kolbenkov A. V., Cherepanov A. O. Patent RU 2714177, 30.12.2019. [In Russ].

3. Istratov V. A., Skrynnik A. V., Perekalin S. O. Patent RU 2733110С1, 11.08.2019. [In Russ].

4. Konuhov D. S. Technological safety of underground development in restrained urban conditions. Metro i tonnely. 2019, no. 1, pp. 26—29. [In Russ].

5. Kulikova E. Yu., Ivannikov A. L. The terms of soils removal from the defects of the underground structures’ lining. Journal of Physics: Conference Series. 2020, vol. 1425, no. 1, article 012062. DOI: 10.1088/1742-6596/1425/1/012062.

6. Balovtsev S. V., Shevchuk R. V. Geomechanical monitoring of mine shafts in difficult ground conditions. MIAB. Mining Inf. Anal. Bull. 2018, no. 8, pp. 77—83. [In Russ]. DOI: 10.25018/0236-1493-2018-8-0-77-83.

7. Potapova E. V. Methodology for assessing geotechnical risks for metro facilities using the big data resource. MIAB. Mining Inf. Anal. Bull. 2021, no. 2–1, pp. 164–173. [In Russ]. DOI: 10.25018/0236-1493-2021-21-0-164-173.

8. Kuznetsov N. M. Method of 3D data processing of radio-wave transmission of the interwell space. Bulletin of Kamchatka Regional Association «Educational-Scientific Center». Earth Sciences. 2012, no. 1(19), pp. 240—246. [In Russ].

9. Kuznetsov N. M., Kolbenkov A. V., Istratov V. A., Perekalin S. O. Radio wave transmission data processing program by radio wave geointroscopy «RVGI#3D». Certificate of state registration of computer programs, no. 2017662496. 20.09.2017. [In Russ].

10. Lebedev M. O. Validation of choice of stress–strain analysis method for support and lining in traffic tunnels. MIAB. Mining Inf. Anal. Bull. 2020, no. 1, pp. 47—60. [In Russ]. DOI: 10.25018/0236-1493-2020-1-0-47-60.

11. Koniukhov D. S., Polyankin A. G., Kazachenko S. A. An analysis of the factors which influence geotechnical calculations and monitoring data agreement. Proceedings of International Tunneling Symposium in Turkey: Challenges of Tunneling (Tunnel Turkey 2017). Istanbul, 2017.

12. Kulikova E. Yu., Potapova E. V. Synthesis of managerial decisions to the effect of underground construction safety. MIAB. Mining Inf. Anal. Bull. 2022, no. 2, pp. 62—69. [In Russ]. DOI: 10.25018/0236_1493_2022_2_0_62.

13. Kulikova E. Yu., Vinogradova O. V. Risks as a cause of industrial safety inhibition in underground construction. MIAB. Mining Inf. Anal. Bull. 2020, no. 7, pp. 146—154. [In Russ]. DOI: 10.25018/0236-1493-2020-7-0-146-154.

14. Potapova E. V. Typology of metro structures for the tasks of geotechnical risk classification. Mining Science and Technology (Russia). 2021, no. 6, pp. 52—60. [In Russ]. DOI: 10.17073/2500-0632-2021-1-52-60.

15. Konukhov D. S., Polyankin A. G. Evaluation of parameters that define a quantity of excess excavation ratio in TBM tunnel excavation. 1th International Conference of Exploration and Utilization of Underground Space (EUUS 2019). Wuhan, 2019.

16. Kulikova E. Yu., Konyukhov D. S. Accident risk monitoring in underground space development. MIAB. Mining Inf. Anal. Bull. 2022, no. 1, pp. 97—103. [In Russ]. DOI: 10.25018/0236_1493_2022_1_0_97.

17. Mangushev R. A., Sapin D. A., Kirillov V. M. Influence of finite element type in the numerical modelling of excavation enclosures on the finite settlement of foundations of neighbouring buildings. Mekhanika gruntov v geotekhnike i fundamentostroenii. Materialy mezhdunarodnoy nauchno-tekhnicheskoy konferentsii [Soil mechanics in geotechnics and foundation engineering. Materials of the International scientific and technical conference], Novocherkassk, 2018, pp. 708—718. [In Russ].

18. Nikiforova N. S., Konnov A. V. Prediction of deformation of the foundations of the surrounding development taking into account protective measures. Soil Mechanics and Foundation Engeneering. 2020, no. 6, pp. 7—12. [In Russ].

19. Gong Zh., Li Y., Liu M., Tang C. A case study for large excavation constructed by open cutting with under mining method in Xuzhou, China. World Tunnel Congress (WTC 2020). Kuala Lumpur, Malaysia, 2020, pp. 721—724.

20. Zinovieva O. M., Kuznetsov D. S., Merkulova A. M., Smirnova N. A. Digitalization of industrial safety management systems in mining. MIAB. Mining Inf. Anal. Bull. 2021, no. 2–1, pp. 113—123. [In Russ]. DOI: 10.25018/0236-1493-2021-21-0-113-123.

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