Study of the Characteristics of Fine Binders for Injection in Construction

  • Alekseev Vyacheslav
  • Sofia BazhenovaEmail author
Conference paper
Part of the Advances in Intelligent Systems and Computing book series (AISC, volume 1116)


The injection mixtures based on finely dispersed mineral binders (microcements) are widely used to obtain soil concrete by injection into permeable soils when solving various geotechnical problems. However, the question of assigning the consumption of materials to implement the requirements of a construction project remains poorly studied. Nowadays, the regulatory framework for these binders is practically not presented in the Russian Federation. There is no scientific basis for the formation of soil concrete, including there are no adequate dependencies like the Bolomey-Skramtaev formula for concrete. The series of experiments showing the inapplicability of the basic laws for standard concrete when creating soil concrete obtained by injection methods. Various types of finely dispersed binders used in geotechnical construction are considered. There were assessed penetration at different modes of preparation and injection of the mixture into the soil, and the characteristics of the resulting concrete. Two technologies for creating soil concrete - by mechanical mixing and by the method of injection impregnation of control samples of sandy soil were compared for compliance with the principles of regulatory documents for concrete. Significant differences between the properties of soil concrete obtained by the methods of injection impregnation and mixing are confirmed. Studies have confirmed the possibility of injection impregnation with binders of a certain composition in order to strengthen sandy soils in accordance with the assigned technological parameters. The coefficients of the efficiency of the use of micro binders during injection are shown, data on the parameters of the formed soil concrete.


Fine binder Injection Soil hardening Soil-concrete Microcement Micro-filler Impregnation injection 


  1. 1.
    Kasatkina, S.: Russian city as a philosophical category of urban studies. Procedia Soc. Behav. Sci. 214, 628–634 (2015). Scholar
  2. 2.
    Baklanov, A., Grimmond, C.S.B.: From urban meteorology, climate and environment research to integrated city services. Urban Clim. 23, 330–341 (2018). Scholar
  3. 3.
    Yu, K., Hui, E.Ch.: Housing construction and uncertainties in a high-rise city. Habitat Int. 78, 51–67 (2018). Scholar
  4. 4.
    Nezhnikova, E.: The use of underground city space for the construction of civil residential buildings. Procedia Eng. 165, 1300–1304 (2016). Scholar
  5. 5.
    Kharchenko, I.Ya., Alekseev, V.A., et al.: Modern technologies of cementation consolidation of soils. Vestnik MGSU 104(5), 552–558 (2017).
  6. 6.
    Kharchenko, A.I., Kharchenko, I.Ya., et al.: Technology of leveling the building of Zagorskaya PSHPP-2 by the method of compensatory injection. Vestnik MGSU 13(4(115)), 490–498 (2018).
  7. 7.
    Heidari, M., Tonon, F.: Ground reaction curve for tunnels with jet grouting umbrellas considering jet grouting hardening. Int. J. Rock Mech. Min. Sci. 76, 200–208 (2015). Scholar
  8. 8.
    Makovetskiy, O.A.: Application of “Jet Grouting” for installation of substructures of estates. Procedia Eng. 150, 2228–2231 (2016). Scholar
  9. 9.
    Kashevarova, G.G., Makovetskiy, O.A.: Analysis of experimental and estimated jet-grouted soil mass deformations. Procedia Eng. 150, 2223–2227 (2016). Scholar
  10. 10.
    Bouchelaghem, F.: Multi-scale modelling of the permeability evolution of fine sands during cement suspension grouting with filtration. Comput. Geotech. 36(6), 1058–1071 (2009). Scholar
  11. 11.
    Sho, K.H., Park, S.J., et al.: Utilization of separator bag filter dust for high early strength cement production. Constr. Build. Mater. 25(5), 2318–2322 (2011). Scholar
  12. 12.
    Axelsson, M., Gustafson, G.: The PenetraCone, a new robust field measurement device for determining the penetrability of cementitious grouts. Tunn. Undergr. Space Technol. 25(1), 1–8 (2010). Scholar
  13. 13.
    Bouchelaghem, F., Benhamida, A., et al.: Mechanical damage behaviour of an injected sand by periodic homogenization method. Comput. Mater. Sci. 38(3), 473–481 (2007). Scholar
  14. 14.
    Grishin, A.N., Panchenko, A.I., et al.: Finely dispersed composite binder for hardening soils by injection method. Vestnik MGSU 12(11(110)), 1289–1298 (2017).

Copyright information

© Springer Nature Switzerland AG 2020

Authors and Affiliations

  1. 1.National Research Moscow State University of Civil Engineering - Design Institute (NRU MGSU NIIP)MoscowRussia

Personalised recommendations