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Power Technology and Engineering

, Volume 52, Issue 4, pp 389–394 | Cite as

The Effect of the Structural Model on Estimating the Bearing Capacity of the Ground Base

  • V. N. Bukhartsev
  • N. T. Pham
Article
  • 6 Downloads

Analysis was performed of the effect on the bearing capacity of the ground base supporting a vertical load from a massive structure, and of the segmentation of a prism uplift into sections. Alimit equilibrium method is used for the analysis.

Keywords

limit states critical values soil strength distribution of normal stress equilibrium conditions boundary conditions 

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References

  1. 1.
    V. N. Bukhartsev and N. T. Pham, “Determination of the maximum vertical load on the ground base of a massive structure,” Izv. VNIIG im. B. E. Vedeneeva, 283 (2017).Google Scholar
  2. 2.
    V. N. Bukhartsev and N. T. Pham, “Determination of the depth of the foundation to exclude ground base uplift under the effect of a vertical load,” Privolzh. Nauch. Zh., No. 1 (2018).Google Scholar
  3. 3.
    “The effect of the type of uplift surface on the bearing capacity of the ground base under the effect of a vertical load,” Privolzh. Nauch. Zh., No. 1 (2018).Google Scholar
  4. 4.
    V. N. Bukhartsev, “Evaluation of the stability of earth slopes with the variational method,” Gidrotekh. Stroit., No. 11 (1998).Google Scholar

Copyright information

© Springer Science+Business Media, LLC, part of Springer Nature 2018

Authors and Affiliations

  1. 1.Peter the Great St. Petersburg Polytechnical UniversitySt. PetersburgRussia

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