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Numerical assessment of the influence of foundation pinning, deck resistance, and 3D site geometry on the response of bridge foundations to demands of liquefaction-induced lateral soil deformation

This publication has been cited in the following 9 other publication(s):

  • About this
    data sheet
  • Reference-ID
    10320670
  • Published on:
    22/07/2019
  • Last updated on:
    22/07/2019
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