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Kharchenko Igor Yakovlevich -
Moscow State University of Civil Engineering (National Research University) (MGSU)
, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
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Alekseev Vyacheslav Alexandrovich -
Moscow State University of Civil Engineering (National Research University) (MGSU)
head of the laboratory, Department of Technology of Knitting Substances and Concretes, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
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Israfilov Kamal Alikovich -
Moscow State University of Civil Engineering (National Research University) (MGSU)
graduate student of the Department of Technology and Organization of Construction Production, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
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Beterbiev Adam Said-Emievich -
Moscow State University of Civil Engineering (National Research University) (MGSU)
master of the Department of Soil and Geotechnical Mechanics, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
For the purpose of soil strengthening or increasing water impermeability, the cement grouting is widely used in the underground construction in conditions of dense urban development. An obvious advantage of cement grouting is environmental safety, high performance, durability, economic attractiveness. The ground conditions of the urban environment are characterized by extreme heterogeneity, which necessitates the use of various technological solutions for their cement grouting. In this work the analysis of application of various technologies of inject grouting providing the given efficiency of the accepted design decisions is executed.
DOI: 10.22227/1997-0935.2017.5.552-558