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Strengthening of a Damaged Multistory Building Constructed on a Slope Composed of Soil Prone to Slump-Type Settlement

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Soil Mechanics and Foundation Engineering Aims and scope

Abstract

The case of the deformation of a multistory tenement building on the slope of a ravine composed of soils prone to slump-type settlement is discussed. Measures taken to strengthen the foundations and slope, and results of observations on the effectiveness of their use are cited.

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Authors and Affiliations

  1. Scientific-Engineering Center PROTEKT, USA

    L. K. Ginzburg

  2. Pridneprovsk State Academy of Construction and Architecture, USA

    S. I. Golovko, V. B. Shvets & V. G. Shapoval

Authors
  1. L. K. Ginzburg
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  2. S. I. Golovko
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  3. V. B. Shvets
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  4. V. G. Shapoval
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Ginzburg, L.K., Golovko, S.I., Shvets, V.B. et al. Strengthening of a Damaged Multistory Building Constructed on a Slope Composed of Soil Prone to Slump-Type Settlement. Soil Mechanics and Foundation Engineering 38, 105–108 (2001). https://doi.org/10.1023/A:1017903117185

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  • DOI: https://doi.org/10.1023/A:1017903117185

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