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Application of innovative multi-directional laminar shear box to evaluate seismic soil – Pile foundation – Nuclear power plant interaction

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: 10.1016/j.soildyn.2024.109152.
  • About this
    data sheet
  • Reference-ID
    10809959
  • Published on:
    07/01/2025
  • Last updated on:
    07/01/2025
 
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