Several geotechnical problems that arise during construction of unique entities in Moscow, and the possibility of using piles injected into predrilled holes to reduce bed deformations of buildings in the zone of influence of four- and five-level underground structures are examined. It is proposed to create a regulatory base with which to assess displacements of structures enclosing pits and substructures.
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 2–8, September–October, 2010.
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Nikiforova, N.S., Konovalov, P.A. & Zekhniev, F.F. Geotechnical problems during construction of unique entities in Moscow. Soil Mech Found Eng 47, 163–172 (2010). https://doi.org/10.1007/s11204-010-9104-6
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DOI: https://doi.org/10.1007/s11204-010-9104-6