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Reinforcement of foundations of residential buildings on alluvial soils in magnetogorsk

  • Reconstruction and Construction on Weak Soils
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Abstract

Experience gained with the design and work production on the reinforcement of dangerous buildings founded on alluvial soils using a pneumatic punch is presented.

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References

  1. V. V. Tolmachev, G. M. Troitskii, and V. P. Khomenko, Construction-Engineering Exploitation of Karst-prone Areas [in Russian], Stroiizdat, Moscow (1986).

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  2. Construction Rule and Regulation 2.02.01-83, Beds of Buildings and Structures [in Russian].

  3. P. A. Konovalov, Beds and Foundations of Reconstructed Buildings [in Russian], Stroiizdat, Moscow (1988).

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Authors
  1. P. A. Konovalov
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  2. V. Ya. Shishkin
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 16–19, May–June, 1997.

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Konovalov, P.A., Shishkin, V.Y. Reinforcement of foundations of residential buildings on alluvial soils in magnetogorsk. Soil Mech Found Eng 34, 85–89 (1997). https://doi.org/10.1007/BF02465078

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  • DOI: https://doi.org/10.1007/BF02465078

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