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Soil Stabilization with Cement Grouts

  • Technology and Work Production
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Abstract

“New” advertizable injection methods of enhancing the bearing capacity of soils by the “ geomass” and “geocomposite” methods with use of high-pressure injection of cement and cement-sand grouts, as well as stabilization of sandy soils with “microdur” cement are analyzed. Significant drawbacks of the “geomass-geocomposite” methods, which do not permit prediction and operational monitoring of results of changes in the physico-mechanical properties of the soils in a mass, are noted.

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Authors and Affiliations

  1. Scientific-Research Institute of Foundations and Underground Structures, Russia

    M. N. Ibragimov

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  1. M. N. Ibragimov
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 2, pp. 24–28, March–April, 2005.

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Ibragimov, M.N. Soil Stabilization with Cement Grouts. Soil Mech Found Eng 42, 67–72 (2005). https://doi.org/10.1007/s11204-005-0026-7

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  • DOI: https://doi.org/10.1007/s11204-005-0026-7

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