Summary and Conclusions

  • Magued Iskander
Part of the Springer Series in Geomechanics and Geoengineering book series (SSGG)

Abstract

One of the major difficulties in predicting the axial capacity of pipe piles in sand has been a lack of understanding of the physical processes which control the behavior of piles during installation and loading. The objectives of this research are to develop the experimental facilities necessary to identify these processes and perform load tests to study the phenomenon of pile plugging. A summary of the work performed, conclusions, and recommendations for future research are presented in this chapter.

Keywords

Pore Pressure Pile Foundation Saturated Sand American Petroleum Institute Pile Diameter 
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.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. American Petroleum Institute (API): Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms, Working Stress Design, 21’st edition (RP 2A-WSD), American Petroleum Institute (2000)Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2010

Authors and Affiliations

  • Magued Iskander

    There are no affiliations available

    Personalised recommendations