Журналы →  Gornyi Zhurnal →  2016 →  №4 →  Назад

GEOLOGY, PHYSICS AND MECHANICS OF ROCKS
Название Investigations of the platform tunneling speed effect on the land surface deformations magnitude during metro system construction in Saint-Petersburg
DOI 10.17580/gzh.2016.04.04
Автор Khutskiy V. P.
Информация об авторе

VNII Galurgy Stock Co., St. Petersburg, Russia:

V. P. Khutskiy, Divisional Manager, Candidate of Engineering Science, hucky@galurgy.sp.ru

Реферат

During the construction of the metro stations in dense urban areas is of great importance the preservation of buildings, facilities and various communications from the harmful influence of the deformation of surfaces. In order to reduce surface deformation in tunneling, it is necessary to know which factors have the greatest impact on the shift of soil mass and the earth's surface. One of the factors that are influencing on the land surface deformations and located on it objects is the tunneling speed. Investigation of the effect of the tunneling speed of gains on the base of observations for land surface movement have noted both land surface deformation magnitudes increasing with tunneling speed increasing and its decreasing. During tunneling it is traditionally considered that with tunneling speed increasing it occurs land surface deformations decreasing. In this paper, it is analyzed the results of long-term observations of the Earth's surface subsidence during the construction of eighteen metro stations in St. Petersburg. It is considered the influence of different geological factors on the deformation of the earth's surface in the sinking of the station tunnels: the diameter of the tunnels, power solid thinlayered clays above the upper tunnel arches. In the article (work) there are presented the results of the investigations of the platform tunneling speed effect in the metro system in Saint-Petersburg on the land surface deformations carried out on the base of nature observation data. The results of carried out investigations have showed that land surface deformations in the main depends on mining and geological conditions of tunnel laying and technological tunneling factors. The platform tunneling speed doesn’t have strong effect on the land surface deformations and in the wake of on the buildings and facilities underworking safety, which are located in the mining workings effect zone.

Ключевые слова Platform tunnels, tunneling speed, metro stations, settlement growth speed, land surface deformations
Библиографический список

1. Khutskiy V. P. Raschet osedaniy zemnoy poverkhnosti vo vremeni pri sooruzhenii stantsiy metropolitena v Sankt-Peterburge (Calculation of earth surface subsidence in time during the construction of Saint Petersburg subway station). Sovremennye i istoricheskie aspekty razvitiya marksheyderii v Rossii i za rubezhom : sbornik nauchnykh trudov (Modern and historical aspects of mine surveying development in Russia and abroad : collection of scientific proceedings). Saint Petersburg : Saint-Petersburg State Mining Institute, 1999. pp. 39–42.
2. Avershin S. G. Gornye raboty pod sooruzheniyami i vodoemami (Mining under facilities and water reservoirs). Moscow : Ugletekhizdat, 1954. 323 p.
3. Batugin S. A. Vliyanie skorosti podviganiya ochistnogo zaboya na sdvizheniya i deformatsii zemnoy poverkhnosti (Influence of breakage face advance rate on earth surface movements and deformations). Trudy po voprosam gornogo davleniya, sdvizheniya gornykh porod i metodiki marksheyderskikh rabot (Materials on the issues of rock pressure, rock movements and mine surveying methods). Leningrad : VNIMI (All-union Scientific-research Mine-surveying Institute), 1963. No. 50. pp. 83–90.
4. Kratch G. Sdvizhenie gornykh porod i zashchita podrabatyvaemykh sooruzheniy (Rock movement and undermining facilities protection). Moscow : Nedra, 1978. 494 p.
5. Mustafin M. G. Vliyanie skorosti podviganiya ochistnogo zaboya na dinamiku razrusheniya porod krovli ugolnogo plasta (Effect of breakage face advance rate on the fracture dynamics of coal seam roof rocks). Gornyy Informatsionno-Analiticheskiy Byulleten = Mining Informational and Analytical Bulletin. 2008. No. 1. pp. 17–22.
6. Muller R. A. Opredelenie muldy sdvizheniya i skorosti deformatsiy zemnoy poverkhnosti pri dvizhushchemsya zaboe (Determination of a shift trough and a rate of earth surface deformations with moving face). Sdvizhenie gornykh porod (Movement of rocks). Leningrad : VNIMI (All-union Scientific-research Mine-surveying Institute), 1975. pp. 13–27.
7. Iofis M. A., Shmelev A. I. Inzhenernaya geomekhanika pri podzemnykh razrabotkakh (Engineering geomechanics in underground mining). Moscow : Nedra, 1985. 248 p.
8. Kowalsky A. Surface deformations over quick moving front of mining operations. Proceedings IX Congress ISM. Praha, 1994. pp. 320-329.
9. Nazarenko V. A., Eshchenko N. V. Zakonomernosti razvitiya maksimalnykh osedaniy i naklonov poverkhnosti v mulde sdvizheniya: Monografiya (Development regularities of maximum subsidences and slopes of surface in a shift trough: Monograph). Dnepropetrovsk : National Mining University of Ukraine, 2011. 91 p.
10. Protosenya A. G., Ogorodnikov Yu. N., Demenkov P.А., Karasev М.А., Lebedev М.О. et al. Mekhanika podzemnykh sooruzheniy. Prostranstvennye modeli i monitoring. (Mechanics of underground facilities. Spatial models and monitoring). Saint Petersburg : Saint-Petersburg State Mining Institute, 2011. 355 p.

11. Karasev M. A. Analiz prichin deformatsii zemnoy poverkhnosti i kharakter formirovaniya muldy osedaniya, vyzvannoy stroitelstvom transportnykh tonneley (Analysis of earth surface deformation reasons and a nature of subsidence trough formation caused by the construction of transport tunnels). Zapiski gornogo instituta = Proceedings of the Mining Institute. 2011. No. 190. pp. 163–171.
12. Olovyanyy A. G. Mekhanika gornykh porod. Modelirovanie razrusheniy (Rock mechanics. Simulation of destruction). Saint Petersburg : Kosta, 2012. 280 p.
13. Volokhov E. M., Potemkin D. A. Matematicheskoe modelirovanie geomekhanicheskikh protsessov pri otsenke vliyaniya stroitelstva gorodskikh podzemnykh sooruzheniy na podrabatyvaemyy massiv (Mathematical simulation of geomechanical processes in evaluation of the impact of urban underground facilities construction on undermining massif). Zapiski gornogo instituta = Proceedings of the Mining Institute. 2011. No. 190. pp. 284–288.
14. Mair R. J. Tunnelling and geotechnics: new horizons. Geotechique. 2008. No. 9(58). pp. 695–736.
15. Lunardi P. Design and construction of tunnels – Analysis of controlled deformation in rocks and soil (ADECO-RS). Translation by B. A. James Davis. Springer, Berlin, German, 2008. 576 p.
16. Chaceri H., Ozcelic V., Unver B. Effects of important factors on surface settlement prediction for metro tunnel excavated by EPB. Tunnelling and Underground Space Technology. 2013. Vol. 36. pp. 14–23.
17. Thongprapha T., Fuenkajorn K., Daemen J. J. K. Stady of surface subsidence above an underground opening using a trap door apparatus. Tunnelling and Underground Space Technology. 2015. Vol. 46. pp. 94–103.
18. Baziar M. H., Moghadam M. R., Kim D.-S., Choo Y. W. Effect of underground tunnel on the ground surface acceleration. Tunnelling and Underground Space Technology. 2014. Vol. 44. pp. 10–22.
19. Mazein S. V., Pavlenko A. M. Vliyanie tekhushchikh parametrov shchitovoi prokhodki na osadku poverkhnosti (Effect of the current parameters of shield tunneling on the surface subsidence) Gornyy Informatsionno-Analiticheskiy Byulleten = Mining Informational and Analytical Bulletin. 2007. No. 5, seminar No. 15. pp. 133–138.
20. Dindarloo S. R., Siami-Irdemoosa E. Maximum surface settlement based classification of shallow tunnels in soft ground. Tunnelling and Underground Space Technology. 2015. Vol. 49. pp. 320–327.

Полный текст статьи Investigations of the platform tunneling speed effect on the land surface deformations magnitude during metro system construction in Saint-Petersburg
Назад