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Ultimate Lateral Pressure of Circular Pile in Undrained Clay Considering the Strength Reduction Induced by Pile Installation

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: 10.1061/(asce)gm.1943-5622.0002323.
  • About this
    data sheet
  • Reference-ID
    10658733
  • Published on:
    17/02/2022
  • Last updated on:
    17/02/2022
 
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