Structural Safety Security of Objects with an Underground Part by Transformation of Soil Properties: Alabyano-Baltic Tunnel in Moscow
- 34 Downloads
Design and technological decisions aimed at ensuring the structural stability of a tunnel, built under complicated engineering-geological conditions, after a prolonged interruption of the construction work are examined. The measures taken to restore the carrying capacity of the reinforced concrete structures and eliminate water shows in the tunnel as well as the results of geotechnical monitoring are analyzed.
Unable to display preview. Download preview PDF.
- 1.V. A. Il'ichev and Yu. A. Gotman, "Calculation of the dimensions of the grouting massif along the excavation contour in order to reduce displacements of excavation shoring to the required amount by the method of optimal design," Osn. Fundam. Mekh. Gruntov, No. 4, 24-31 (2011).Google Scholar
- 2.R. A. Mangushev and S. V. Lan'ko, "Effect of grouting structures on horizontal displacements of the shoring of deep excavations," Vest. VolgGASU, Volgograd, No. 27 (46), 24-31 (2012).Google Scholar
- 3.N. S. Nikiforova, Preserving Buildings in the Zone of Influence of Underground Construction, MISI-MGSU, 2nd edition (2016).Google Scholar
- 4.A. V. Chernyakov, "Application of innovations in the construction of tunnels under complex urban construction and engineering-geological conditions," Metro i tonneli, No. 3, 8-12 (2011).Google Scholar