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Analysis of Strip Pile Footing Behavior Caused by Sinkhole Formation

  • N. Z. Gotman
  • D. A. Davletyarov
SOIL MECHANICS

The paper presents the results of investigation of pile strip footing behavior over a karst sinkhole. Analytical decisions based on the adapted contact model of pile-subsoil interaction were obtained to evaluate the pile stiffness coefficient and maximal loads acting on the piles.

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References

  1. 1.
    N. Z. Gotman, "Analysis of anti-karst footings of buildings and structures," Osn. Fundam. Mekh. Gruntov, No. 1, 20-24 (2008).Google Scholar
  2. 2.
    I. S. Metelyuk, "An engineering method for a karst sinkhole impact on footings of frameless buildings," Stroit. Konstr., No. 42, 6-11 (1989).Google Scholar

Copyright information

© Springer Science+Business Media, LLC 2017

Authors and Affiliations

  • N. Z. Gotman
    • 1
  • D. A. Davletyarov
    • 2
  1. 1.Perm State UniversityPermRussia
  2. 2.LLC PodzemproektMoscowRussia

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