Prediction of spatial stress-strain soil mass state tunneling technology with kentledge оf the working face

References

1. Selection of the tunnel boring machine with active contledge of the face in the case of construction of the tunnels in heavy geotechnical and architectural conditions. Moscow, 2004. 94 p.
2. Garber V.A., Kashko A.A., Panfilov D.V. Volume modeling of the transport tunnel construction // Metro and tunnels. 2004. N 5. P.46-48.
3. The investigation of the volume stress-strain condition of the support lining of the inclined passage to the metro station of the deep bedding / A.G.Protosenay, M.A.Karasev, N.A.Belyakov, I.K.Suprun // The proceedings of the 8th theoretical and practical conference «The mastering of the mineral resources of the North: problems and decisions». Vorkuta, 2010. Vol.1. P.133-137.
4. Protosenya A.G., Belyakov N.A. The determination of the volume stress-strain conditions of the soil massif in the fase area of the tunnel in conditions of drafting with using of contledge of the fase // Note mining institute. 2011. Vol.190. P.149-157.
5. Kozin E.G., Savkov B.M., Hutzky V.P. The investigation of the process of displacement of the earth surface in the area between metro stations «Forestry» and «Square of courage» in Saint-Petersburg // Metro and tunnels. 2006. N 4.P. 32-35.