How to Analyse Skirted Offshore Foundations for Bearing Capacity and Settlement?

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SUMMARY

This discussion focuses on analyzing the bearing capacity and settlement of offshore raft foundations, specifically comparing those with and without an outer skirt. The analysis will utilize computer software, but the original poster seeks guidance on performing handwritten calculations for foundations with skirts. Key considerations include understanding the mechanics of skirted foundations and their impact on load distribution and settlement characteristics.

PREREQUISITES
  • Understanding of offshore foundation engineering principles
  • Familiarity with bearing capacity theories, such as Terzaghi's and Meyerhof's methods
  • Knowledge of settlement analysis techniques
  • Proficiency in using geotechnical software for foundation analysis
NEXT STEPS
  • Research Terzaghi's bearing capacity equation for skirted foundations
  • Study settlement calculation methods for offshore structures
  • Explore geotechnical software options like PLAXIS or GeoStudio for numerical analysis
  • Investigate case studies on skirted foundations in offshore environments
USEFUL FOR

Geotechnical engineers, civil engineers specializing in offshore structures, and students conducting research on foundation design and analysis.

Civilundergrad
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I am carrying out research for my dissertation and I am comparing the bearing capacity and settlement in an offshore raft foundation with and without an outer skirt. This will be done through computer software but I was wondering if anyone has any pointers on how to analyse a foundation with a skirt for hand written calculations, thanks
 
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Thanks for the post! Sorry you aren't generating responses at the moment. Do you have any further information, come to any new conclusions or is it possible to reword the post?
 

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