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Geotechnical basis of complex procedures for reconstruction and new construction

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

Abstract

Characteristic features of the performance of weak clayey soils in the beds of reconstructed or new buildings are addressed. A variety of nonlinearly elastic models are proposed for the deformation of weak clayey soils. The influence exerted by various foundation-engineering procedures on the soil mass and existing buildings is analyzed numerically.

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References

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Authors
  1. V. M. Ulitskii
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  2. A. G. Shashkin
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Additional information

Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 3–8, May–June, 1997.

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Ulitskii, V.M., Shashkin, A.G. Geotechnical basis of complex procedures for reconstruction and new construction. Soil Mech Found Eng 34, 69–75 (1997). https://doi.org/10.1007/BF02465075

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  • DOI: https://doi.org/10.1007/BF02465075

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