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Vol 199
Pages:
84-89
Download volume:
RUS
Article

Use of hydrogeomechanical monitoring during shielding tunnel for underground station оf Saint Petersburg subway «Admiralteiskaya»

Authors:
Yu. A. Norvatov1
I. B. Petrova2
M. V. Sergutin3
About authors
  • 1 — Ph.D., Dr.Sci. chief research assistant National Mineral Resources University (Mining University)
  • 2 — Ph.D. leading research assistant National Mineral Resources University (Mining University)
  • 3 — research assistant National Mineral Resources University (Mining University)
Date submitted:
2011-11-21
Date accepted:
2012-01-15
Date published:
2012-12-29

Abstract

Are investigated results obtained during supervision over change of hydraulic pressure and soil’s deformation while shielding inclined tunnel with hydro-surcharge on the breast for Saint Petersburg underground station «Admiralteiskaya». Are defined characteristics of anthropogenic hydro geological structure generated while shielding glacial soils. Is offered methodology for estimation soil deformation taking into account anthropogenic cracks of stratification and compaction – decompaction processes of clay breeds while changing hydraulic pressures. Is presented an example of estimation deformations of soils influenced by shielding.

Область исследования:
(Archived) Geotechnology for development of solid mining fields
Keywords:
tunnel shield complex hydro surcharge hydraulic pressure effective pressure supervision deformation forecast
Go to volume 199

References

  1. Norvatov Ju.A. Hydrogeomechanical processes in flooding of mines / Ju.A.Norvatov, I.B.Petrova // Proceedings of the Mining Institute. Saint Petersburg, 2010. Vol.185.
  2. Shestakov V.M. Hydrogeomechanics. Moscow, 1998.

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