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Three-Dimensional Finite-Element Lower Bound Solutions for Lateral Limit Load of Piles Embedded in Cross-Anisotropic Clay Deposits

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.1943-5622.0002208.
  • About this
    data sheet
  • Reference-ID
    10631919
  • Published on:
    01/10/2021
  • Last updated on:
    01/10/2021
 
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