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Effect of Preloading on the Response of a Shallow Skirted Foundation

[+] Author Affiliations
Cristina Vulpe, Susan Gourvenec

University of Western Australia, Crawley, WA, Australia

Paper No. OMAE2014-23440, pp. V003T10A009; 7 pages
doi:10.1115/OMAE2014-23440
From:
  • ASME 2014 33rd International Conference on Ocean, Offshore and Arctic Engineering
  • Volume 3: Offshore Geotechnics
  • San Francisco, California, USA, June 8–13, 2014
  • Conference Sponsors: Ocean, Offshore and Arctic Engineering Division
  • ISBN: 978-0-7918-4541-1
  • Copyright © 2014 by ASME

abstract

The effect of preloading on the vertical settlement and bearing capacity of a circular skirted foundation was investigated as a function of relative preload and degree of consolidation by means of small strain finite element analyses. Significant gain in bearing capacity was observed for practical levels of preloads and duration of consolidation, offering an insight into potential efficiencies in foundation design.

Copyright © 2014 by ASME

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