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Experimental Investigations of the Effectiveness of the "Geocomposite" Method of Soil Grouting in the Beds of Buildings on Backfill Sands

  • Exprimental Investigations
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Soil Mechanics and Foundation Engineering Aims and scope

Means of geomechanical control are examined for effectiveness of stabilization during grouting of fill sands by the "Geocomposite" method. Results are presented for control of soil stabilization beneath the foundation of a building under construction during one-time and repeated injections after appropriate studies within the framework of geomechanical monitoring.

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References

  • V. I. Osipov and S. D. Filimonov, "Stabilization and reinforcement of weak soils by the "Geocompite" method," Osn. Fundam. Mekh. Gruntov, No. 5, 15-21 (2002).

  • M. N. Ibragimov, "Experience acquired with use of injection stabilization of bed soils," Osn. Fundam. Mekh. Gruntov, No. 1, 15-19 (2009).

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Authors and Affiliations

  1. Center for Cooperation and Development of Education and Scientific Research “Ekspert;”, Moscow, Russia

    M. Yu. Abelev

  2. JSC Inzhenernaya Geologiya, Moscow, Russia

    I. V. Averin & U. A. Korableva

Authors
  1. M. Yu. Abelev
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  2. I. V. Averin
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  3. U. A. Korableva
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 13-15, March-April, 2015.

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Abelev, M.Y., Averin, I.V. & Korableva, U.A. Experimental Investigations of the Effectiveness of the "Geocomposite" Method of Soil Grouting in the Beds of Buildings on Backfill Sands. Soil Mech Found Eng 52, 84–87 (2015). https://doi.org/10.1007/s11204-015-9310-3

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  • DOI: https://doi.org/10.1007/s11204-015-9310-3

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