The problem of reliability of the assessment of displacements and deformations of rocks when using numerical modeling in surveying the protection of buildings from the harmful effects of sinking underground workings

The work is devoted to the study of the processes of displacement and deformation on the Earth’s surface during the phased excavation of the subway on the example of the Teatralnaya metro station in St. Petersburg using mathematical modeling methods and highlighting the main problems of ensuring the reliability of such a method. The features of construction, physical and mechanical properties of rocks in which mining operations are carried out are considered. The analysis of field data of surveying observations on the earth’s surface, in particular on the historical building of the Mariinsky Theater, was carried out. When studying the processes of displacement, the finite element method was used in the Plaxis 3D software package using data from field surveying observations on the Earth’s surface. Satisfactory convergence of the data of field surveying observations on the Earth’s surface and the results of modeling geomechanical processes is shown. According to the results of the research, four main stages of stabilization of vertical movements on the earth’s surface were identified, the values of slopes and curvature at each stage of construction were calculated. The calibration of the models was carried out in such a way that the results of mathematical modeling and field data had high convergence at all stages of the construction of station workings.

Keywords: displacements and deformations of the Earth’s surface, field data, surveying observations, metro stations, observation station, finite element method, modeling of geomechanical processes, deformation forecast.
For citation:

Mukminova D. Z., Volokhov E. M., Lebedev М. О. The problem of reliability of the assessment of displacements and deformations of rocks when using numerical modeling in surveying the protection of buildings from the harmful effectsof sinking underground workings. MIAB. Mining Inf. Anal. Bull. 2024;(11−1):39—56. [In Russ]. DOI: 10.25018/0236_1493_2024_111_0_39.

Acknowledgements:
Issue number: 11
Year: 2024
Page number: 39-56
ISBN: 0236-1493
UDK: 622.83
DOI: 10.25018/0236_1493_2024_111_0_39
Article receipt date: 17.06.2024
Date of review receipt: 18.08.2024
Date of the editorial board′s decision on the article′s publishing: 10.10.2024
About authors:

Mukminova D. Z.1, Cand. Sci. (Eng.), Head of the Laboratory of Mine Surveying, e-mail: mukminova_dz@pers.spmi.ru , ORCID: 0000-0002-5595-9150;
Volokhov E. M.1, Cand. Sci. (Eng.), Associate Professor, Associate Professor of the Department of Surveying, e-mail: volohov@spmi.ru , ORCID: 0000-0003-4430-4172; Lebedev М. О.2, Cand. Sci. (Eng.), Associate Professor, e-mail: MLebedev@lmgt.ru , Deputy Director General for Research, ORCID: 0000-0002-7749−442X;
1 St. Petersburg Mining University of Empress Catherine II, 199106, Russia, rectorat@ spmi.ru
2 OJSC “NIPII Lenmetrogiprotrans”, 191002,, SaintPetersburg,, Russia, mail@lmgt.ru

 

For contacts:

Mukminova D. Z., e-mail: mukminova_dz@pers.spmi.ru.

Bibliography:

1. Alkhimova N. V., Mazein S. V. The St. Petersburg metro: in anticipation of rapid development. Metro and tunnels. 2023, vol. 1, pp. 8–23. [In Russ].

2. Molotkova E. G. The experience of building settlement on Admiralteysky Island. 1805–1840. Academia. Architecture and construction. 2022, no. 1, pp. 94–103. [In Russ]. DOI: 10.22337/2077−9038−2022−1-94−103.

3. Choker H. M., Mustafin M. G. Geodesic support of laser scan technology use for fixing cultural heritage objects. Geodezia i Kartografia. 2021, vol. 82(2), pp. 2–10. [In Russ]. DOI: 10.22389/0016−7126−2021−968−2-2−10.

4. Pascariello M. N., Luciano A., Bilotta E., Acikgoz S., Mair R. Numerical modelling of the response of two heritage masonry buildings to nearby tunneling. Tunnelling and Underground Space Technology. 2023, vol. 131 (2). DOI: 10.1016/j.tust.2022.104845.

5. Darbinyan T. P., Mushtekerov T. S., Tsymbalov A. A., Pleshko M. S. Stress-Strain behavior assessment in rock mass and mine support systems on super deep levels in skalisty mine with regard to technology factor. Gornyi Zhurnal. 2023, no. 1, pp. 113–118. [In Russ]. DOI: 10.17580/gzh.2023.01.19.

6. Guo X., Wang Z., Geng P., Chen C., Zhang J. Ground surface settlement response to subway station construction activities using pile–beam–arch method. Tunnelling and Underground Space Technology. 2021, vol. 108. DOI: 10.1016/j.tust.2020.103729.

7. Namazi E., Mohamad H., Hajihassani M. 3D Behaviour of Buildings due to Tunnel Induced Ground Movement. Transportation Geotechnics. 2021, vol. 31. DOI: 10.1016/j. trgeo.2021.100661.

8. Demenkov P. A., Romanova E. L. Analysis of approaches to caikulation of vertical shaft support in tectonic disturbance zones. Izvestija Tulskogo gosudarstvennogo universiteta. Nauki o Zemle. 2022, vol. 4, pp. 223–236. [In Russ].

9. Volokhov E. M., Mukminova D. Z. Deformations assessment during subway escalator tunnels construction by the method of artificial freezing of soil for the stage of ice wall formation. Journal of Mining Institute. 2021, vol. 252, pp. 826–839. [In Russ]. DOI: 10.31897/PMI.2021.6.5.

10. Ilinov M. D., Korshunov V. A., Pospekhov G. B., Shokov A. N. Integred experimental research of mechanical properties of rocks: Problem and solutions. Gornyi Zhurnal. 2023, no. 11, pp. 49–69. [In Russ]. DOI: 10.25018/0236_1493_2023_11_0_49.

11. Vasenin V. A. Evaluation of disturbed parameters of the natural structure of the laboratory samples of deposits during engineering geological surveys Saint-Petersburg territory and nearest areas. Engineering geology world. 2018, no. 6, pp. 48–65. [In Russ]. DOI: 10.25296/1993−5056−2018−13−6-48−65.

12. Protosenya A. G., Iovlev G. А. Stress-strain state prediction surrounding underground structures, constructed in nonlinear deformed medium-soft soils. Izvestija Tulskogo gosudarstvennogo universiteta. Nauki o Zemle. 2020, no. 2, pp. 215–228. [In Russ].

13. Zhang Z., Chen Y., Han K., Wei G., Pan Y., Sun M. Mathematical modelling for interaction between soft ground and small curvature shield tunneling considering viscoelastic characteristics influences. Applied Mathematical Modelling. 2024, vol. 127, pp. 607–639. DOI: 10.1016/j.apm.2023.12.020.

14. Belikov A. A., Beliakov N. A. Method of numerical modeling of rheological processes on the contour of single mine working. Mining informational and analytical bulletin. 2024, no. 1, pp. 94–108. DOI: 10.25018/0236_1493_2024_1_0_94.

15. Baryakh A. A., Devyatkov S. Yu., Denkevich E. T. Mathematical modeling of displacement during the potash ores mining by longwall faces. Journal of Mining Institute. 2023, vol. 259, pp. 13–20. [In Russ]. DOI: 10.31897/PMI.2023.11.

16. Rezaei A. H., Ahmadi-adli M. The Volume Loss: Real Estimation and Its Effect on Surface Settlements Due to Excavation of Tabriz Metro Tunnel. Geotechnical and Geological Engineering. 2020, vol. 38, pp. 2663–2684. DOI: 10.1007/s10706−019−01177−5.

17. Yang H., Xu X. Structure monitoring and deformation analysis of tunnel structure. Composite Structures. 2021, no. 276. DOI: 10.1016/j.compstruct.2021.114565.

18. Lebedev M. O., Karasev M. A., Belyakov N. A., Basova L. A. Face Stability in Heavy Clay: Theory and Practice. Journal of Mining Science. 2022, vol. 58, pp. 234–245. DOI: 10.1134/S1062739122020077.

19. Valkov V. A., Vinogradov K. P., Valkovа E. O., Mustafin M. G. Creating highly informative rasters based on laser scanning and aerial photography data. Geodezia i Kartografia. 2022, vol. 11, pp. 40–49. [In Russ]. DOI: 10.22389/0016−7126−989−11−40−49.

20. Vystrchil M. G., Gusev V. N., Sukhov A. K. A method of determining the errors of segmented GRID models of open-pit mines constructed with the results of unmanned aerial photogrammetric surve. Journal of Mining Institute. 2023, vol. 262, pp. 562–570. [In Russ].

21. Afonin D. A., Kavkazskiy V. N., Nikitchin A. A. Operation geodetic check of bottomhole zone deformations at innovative tunneling technologies. Proceedings of Petersburg Transport University. 2022, vol. 19(3), pp. 432–443. [In Russ]. DOI: 10.20295/1815−588X2022−3-432−443.

22. Ilyukhin D. A., Ivanik S. A., Vystrchil M. G., Kachan D., Savchenko A. Technologies for obtaining and processing of space radar images for monitoring the state of the Earth’s surface. Journal of Physics: Conference. 2020, vol. 1661(1), 012042.

23. Vasenin V. A. Evaluation of disturbed parameters of the natural structure of the laboratory samples of clay deposits during engineering and geological surveys in Saint Petersburg territory and nearest areas. Inzhenernaya Geologiya. 2018, vol. 13, no. 6, pp. 48–65. [In Russ]. DOI: 10.25296/1993−5056−2018−13−6-48−65.

24. Khosravi M. H. An analytical investigation of soil arching induced by tunneling in sandy ground. Tunnelling and Underground Space Technology. 2023, vol. 140, 105242. DOI: 10.1016/j.tust.2023.105242.

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