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Strengthening the substructures of residential buildings

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Soil Mechanics and Foundation Engineering Aims and scope

Strengthening of the foundations of the basement portions of residential buildings by the installation of vertical reinforced-concrete girdling walls and broadening of the lower surfaces of the foundations beneath the bearing walls is described in connection with possible manifestation of karst-suffosion processes.

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References

  1. Instructions for the Design of Buildings and Structures in Districts Within the City of Moscow Subject to Karst-Suffosion Processes [in Russian], Moscow (2005).

  2. Construction Rule and Regulation 2.01.09-91. Buildings and Structures on Underworked Lands and Soils Prone to Slump-type Settlement [in Russian].

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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 8-11, May-June, 2010.

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Krutov, V.I., Kogai, V.K., Mironov, D.B. et al. Strengthening the substructures of residential buildings. Soil Mech Found Eng 47, 86–91 (2010). https://doi.org/10.1007/s11204-010-9093-5

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  • DOI: https://doi.org/10.1007/s11204-010-9093-5

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