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Building and Structure Protection and Leveling Using Compensation Grouting Technology

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Power Technology and Engineering Aims and scope

Basic principles are set forth for using compensation grouting technology to protect and level buildings and structures during new construction, as well as to correct existing foundation bed deformation in excess of specified norms.

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References

  1. Jean-Louis Valet, “Compensation grouting: a real time technology,” Metro i Tonneli, No. 4, 16 – 19 (2002).

  2. V. V. Kravchenko, “A study of the reinforcement of a soil mass during underground tunnel construction using compensation grouting,” in: A Study of Automotive and Municipal Bridges and Tunnels. Coll. of Papers [in Russian], Izd. MADI (GTU), Moscow (2009), pp. 20 – 28.

  3. L. V. Makovskii and S. V. Chebotarev, “Limiting ground surface subsidence via compensation grouting during underground tunnel construction,” Transport Nauka Tekhn. Upravl., No. 2, 44 – 47 (2000).

  4. L. V. Makovskii and V. V. Kravchenko, “Use of compensation grouting during underground construction in complex urban planning conditions,” in: Transportation Tunnel Construction: Modern Experience and Development Prospects. Coll. of Papers [in Russian], Izd. TsNIIS, Moscow (2008), pp. 112 – 120.

  5. L. V. Makovskii and V. V. Kravchenko, “Determining compensation grouting parameters during construction in complex urban planning conditions,” in: Automotive Road Design. Coll. of Papers [in Russian], Izd. MADI (GTU), Moscow (2009), pp. 119 – 124.

  6. V. E. Merkin, B. N. Vinogradov, L. V. Makovskii, “On regulatory support for the design of municipal automotive tunnels,” Tonneli XXI Veka. Dorogi Rossii XXI Veka, No. 2, 14 – 19 (2007).

  7. V. E. Merkin, L. V. Makovskii, and S. F. Pankina, “On selecting an alternative of automotive tunnel use in the Lefortovo district,” Podzemn. Prostr. Mira, No. 4, 11 – 14 (1996).

  8. R. Méir and D. Khait, “Technology of compensation injection of solutions into the round,” Daidzh. Zarubezh. Inf., No. 2, 43 – 52 (1995).

  9. Yu. Rashendorfer, V. N. Zhukov, and K. Maier, “Compensation grouting as a way of ensuring stability of buildings and structures during tunnel excavation,” Metro i Tonneli, No. 4, 26 – 28 (2008).

  10. G. O. Smirnova and V. G. Golubev, “Compensation grouting during excavation of the Lefortovo tunnel under the Alekseevsky school,” in: Special Operating Techniques and Materials used in the Construction of Municipal Transportation Tunnels. Coll. of Papers [in Russian], Izd. TsNIIS, Moscow (2003), pp. 120 – 130.

  11. M. G. Zertsalov, A. N. Simutin, and A. V. Aleksandrov, “Technology of compensation grouting to protect buildings and structures,” Vestn. MGSU, No. 6, 32 – 40 (2015).

  12. A. Bezuijen and F. van Tol, “Compensation grouting in sand, fractures and compaction,” in: Proc. 14th Eur. Conf. on Soil Mech. and Geotech. Eng., Rotterdam (2007), pp. 1257 – 1262.

  13. J. B. Burland, J. R. Standing, and F. M. Jardine, Building Response to Tunneling. Case Studies from Construction of the Jubilee Line Extension, London (2001), pp. 134 – 145.

  14. H. Knitsch, “Visualization of relevant data for compensation grouting,” Tunnel, No. 3, 38 – 45 (2008).

  15. M. Pleithner andW. Bernatzik, A New Method of Compensating Settlement of Buildings by Injections of Cement Grout (1953).

  16. H. F. Schweiger and E. Falk, “Reduction of settlements by compensation grouting. Numerical studies and experience from Lisbon underground,” in: Tunnels and Metropolises, Balkema, Rotterdam (1998), pp. 1047 – 1052.

  17. T. Telford, Sprayed Concrete Linings (NATM ) for Tunnels in Soft Ground, London (2004), pp. 10 – 12.

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Authors and Affiliations

  1. Vedeneev All-Russian Research Institute of Hydraulic Engineering (JSC), St. Petersburg, Russia

    E. N. Bellendir

  2. Institut Gidroproekt, Moscow, Russia

    A. V. Aleksandrov

  3. Moscow State University of Civil Engineering, Moscow, Russia

    M. G. Zertsalov & A. N. Simutin

Authors
  1. E. N. Bellendir
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  2. A. V. Aleksandrov
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  3. M. G. Zertsalov
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  4. A. N. Simutin
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Corresponding author

Correspondence to E. N. Bellendir.

Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 2, February 2016, pp. 15 – 19.

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Bellendir, E.N., Aleksandrov, A.V., Zertsalov, M.G. et al. Building and Structure Protection and Leveling Using Compensation Grouting Technology. Power Technol Eng 50, 142–146 (2016). https://doi.org/10.1007/s10749-016-0674-y

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  • DOI: https://doi.org/10.1007/s10749-016-0674-y

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