Advertisement

Power Technology and Engineering

, Volume 52, Issue 4, pp 413–417 | Cite as

Assessing the Bearing Capacity of Foundation Soul Under Horizontal Load

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

The influence of hypotheses on the shape of the slip surface and the distribution of the normal stress over it under inclined load acting on the structure is analyzed.

Keywords

assessment of bearing capacity foundation soil equilibrium conditions boundary conditions 

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. 1.
    L. Prandtl, Uber die Harte plastischer Korper, Gottingen Nachrichten (1920).Google Scholar
  2. 2.
    V. G. Berezantsev, Foundation Design [in Russian], Stroiizdat, Leningrad (1970).Google Scholar
  3. 3.
    V. G. Fedorovskii, “Bearing capacity of an eccentrically and obliquely loaded strip foundation on a weightless cohesive bed,” Soil Mech. Found. Eng., 40(5), 161 – 172 (2003).CrossRefGoogle Scholar
  4. 4.
    K. Terzaghi, Theoretical Soil Mechanics, Wiley, New York (1947).Google Scholar
  5. 5.
    Ch. Christow, “St. Petersburg, 1889: Pioneering photographic survey of subsoil failure under footings,” in: Proc. of the Int. Geotechnical Conf. on Reconstruction of Historical Cities and Geotechnical Engineering. Vol. 1 (2003), pp. 289 – 295.Google Scholar
  6. 6.
    V. I. Kurdyumov, The Resistance of Natural Bases Revisited. A Photographic Method for Studying the Deterioration of the Sandy Layer under Local Load [in Russian], Second Public Lecture Read at the Institute of Communication-Line Engineers on December 11, 1889, Saint Petersburg (1891).Google Scholar
  7. 7.
    V. N. Bukhartsev and N. T. Pham, “Determining the ultimate vertical load on the foundation soil of a massive structure,” Izv. VNIIG im. B. E. Vedeneeva, 283, 11 – 18 (2017).Google Scholar
  8. 8.
    V. N. Bukhartsev and N. T. Pham, “The determination of foundation depth to eliminate heaving of the foundation soil under the action of vertical load,” Privolzh. Nauch. Zh., No. 1, 78 – 87 (2018).Google Scholar
  9. 9.
    V. N. Bukhartsev and N. T. Pham, “The influence of a slip surface shape on the bearing capacity of soil under the effect of the vertical load,” Privolzh. Nauch. Zh., No. 1, 87 – 95 (2018).Google Scholar
  10. 10.
    V. N. Bukhartsev and N. T. Pham, “Influence of the design model on the assessment of the bearing capacity of foundation soil,” Gidrotekhn. Stroit., No. 5, 36 – 44 (2018).Google Scholar
  11. 11.
    V. N. Bukhartsev, “Evaluation of the stability of earth slopes by the variational method,” Hydrotechn. Constr., 32(11), 682 – 686 (1998).CrossRefGoogle Scholar
  12. 12.
    V. N. Bukhartsev and Vu Mahn Huan, “Improving the reliability of assessment of stability against shear and rotation of concrete structures on natural bed,” Gidrotekhn. Stroit., No. 11, 41 – 46 (2012).Google Scholar
  13. 13.
    SP 23.13330.2011 Rules and Regulations. Foundation Beds of Hydraulic Structures. Actualized edition of SNiP 2.02.02–85 [in Russian], Moscow (2011).Google Scholar

Copyright information

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

Authors and Affiliations

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

Personalised recommendations