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Reduction Of Local Scour Around Non-cylindrical Bridge Piers At High Angles Of Attack Using Collar

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/09715010.2003.10514729.
  • About this
    data sheet
  • Reference-ID
    10675587
  • Published on:
    28/05/2022
  • Last updated on:
    28/05/2022
 
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