Power Technology and Engineering

, Volume 41, Issue 3, pp 134–138 | Cite as

Use of a new type of anchor piles for stability of offshore structures

  • V. N. Zhilenkov
  • S. A. Sosnina


A method is developed for numerical modeling of pile/soil interaction.


Bearing Capacity Explosive Charge Drill Pipe Soil Body Pile Type 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.


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    RF Patent No. 42500 for a suitable prototype. Recorded in the State Register of Useful Prototypes of the Russian Federation on 10 December 2004, Patent owner: JSC VNIIG im. B. E. Vedeneeva, V. N. Zhilenkov, E. N. Bellendir, and V. M. Knyazev.Google Scholar
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Copyright information

© Springer Science+Business Media, Inc. 2007

Authors and Affiliations

  • V. N. Zhilenkov
    • 1
  • S. A. Sosnina
    • 1
  1. 1.JSC VNIIG im. B. E. VedeneevaSt. PetersburgRussia

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