Submit an Article
Become a reviewer
Vol 190
Pages:
71
Download volume:
RUS
Article

The engineering geological control of underground transport tunnels exploitation reliability in Saint Petersburg

Authors:
R. E. Dashko1
P. V. Kotyukov2
About authors
  • 1 — Saint Petersburg State Mining Institute (Technical University)
  • 2 — Saint Petersburg State Mining Institute (Technical University)
Date submitted:
2010-08-18
Date accepted:
2010-10-22
Date published:
2011-04-05

Abstract

The natural and technogenic factors effect on exploitation reliability of subway tunnels located in Upper Vendian clays are analyzed. It is noted what the fractured clays has been studied during the exploring of the first metropolitan lines. It is emphasized what the intensity of clay fracturing increases in thalweg zones of paleo-valleys within the bounds of which the quantity of underground water leakages in tunnels increases. The hydrodynamic and hydrochemistry conditions of Vendian high head horizon (lied under clays) influence on deformation and destruction of tunnels lining are investigated. The reduction of clays shear strength parameters under the interaction of clays and liquid phases is experimentally studied. The water extracts chemical composition of disintegrated construction materials and sinter forms are resulted. The important role of biocorroion in constructional and waterproof materials (included bitumen) disintegration is shown. The protection methods of tunnels constructions from biocorrosion are recommended. 

Область исследования:
(Archived) Geotechnology
Go to volume 190

Similar articles

Stabilization of development workings in overworked layers
2011 A. A. Sidorenko, S. A. Sidorenko, O. V. Trushko
Connection between lumpiness and block size оf mined rock from photographs using computer processing research
2011 A. P. Sannikova
The field observation for the processes of settling of the ore ceiling caused by mining works at Yakovlevsky deposit
2011 A. G. Protosenya, D. N. Petrov, K. G. Sinyakin, G. A. Martemyanova
A new technique for the determination of ultimate strength in extention of rocks
2011 V. A. Korshunov, Yu. M. Kartashov
The determination of the volume stress-strain conditions of the soil massif in the face area of the tunnel in conditions of drafting with using of contledge of the face
2011 A. G. Protosenya, N. A. Belyakov
Perfection of the mine servey and geological maintenance of technology of open mountain works
2011 R. A. Takranov