A Case History of a Marine Terminal

  • Y. Eprim
Part of the International Centre for Mechanical Sciences book series (CISM, volume 283)


The designer of a marine terminal, although dealing with structures in relatively shallow waters (usually less than 30 m), is frequently confronted with a series of challenging problems and difficulties which he has to resolve or overcome, and which have become even more challenging in the recent years when operating companies experience a continuous reduction in their construction investment budgets and a steady alarming increase in the cost of materials and labour.


Unconfined Compression Strength Reef Zone Pilot Hole Tidal Excursion Pile Driving 
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Copyright information

© Springer-Verlag Wien 1985

Authors and Affiliations

  • Y. Eprim
    • 1
  1. 1.Polytecna Harris S.p.A.Italy

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