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Soil Mechanics and Foundation Engineering

, Volume 56, Issue 4, pp 239–245 | Cite as

Numerical Analysis of Settling of Foundations of Heightened Buildings by the Modulus-Free Method

  • E. S Utenov
  • A. Zh. Zhusupbekov
  • K. A. Abdrakhmanova
  • G. K. TanyrbergenovaEmail author
  • A. T. Mukhamedzhanova
SOIL MECHANICS
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We analyze the existing methods aimed at the evaluation of settlements of the buildings and structures and propose a modulus-free method for the evaluation of settlements of the foundations, which enables us to take into account local variations of the compressibility and stressed sate of the soils of foundations caused by the natural and anthropogenic factors. The application of the proposed procedure for the evaluation of additional settlements of the foundations of heightened buildings revealed its acceptable reliability confirmed by the results of theoretical and experimental investigations.

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Copyright information

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

Authors and Affiliations

  • E. S Utenov
    • 1
  • A. Zh. Zhusupbekov
    • 2
  • K. A. Abdrakhmanova
    • 1
  • G. K. Tanyrbergenova
    • 2
    Email author
  • A. T. Mukhamedzhanova
    • 1
  1. 1.Karaganda State Technical UniversityKaragandaKazakhstan
  2. 2.Gumilev Eurasian National UniversityAstanaKazakhstan

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