Soil Mechanics and Foundation Engineering

, Volume 56, Issue 5, pp 340–345 | Cite as

Procedure for Assigning a Soil Deformation Modulus of Large-Sized Slab and Slab-Pile Foundations Bases

  • A. V. SamorodovEmail author
  • V. L. Sedin
  • O. V. Krotov
  • S. V. Tabachnikov

Based on the experimental and theoretical studies, as well as observational generalizations, a procedure for assigning a soil deformation modulus of the various-area foundation bases is proposed. The field soil test data obtained using stamps of various sizes and their comparison with the settlements of high-rise buildings erected on slab and conditionally continuous slab-pile foundations with an area of up to 2,000 m2 allow predicting the actual settlements of the large-area foundations by using a layer-by-layer summation method.


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Copyright information

© Springer Science+Business Media, LLC, part of Springer Nature 2019

Authors and Affiliations

  • A. V. Samorodov
    • 1
    Email author
  • V. L. Sedin
    • 2
  • O. V. Krotov
    • 2
  • S. V. Tabachnikov
    • 2
  1. 1.Kharkov National University of Civil Engineering and ArchitectureKharkovUkraine
  2. 2.State Institution of Higher Education “Pridneprovskaya State Academy of Civil Engineering and Architecture”DniproUkraine

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