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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

Author(s):

Medium: journal article
Language(s): English
Published in: Soil Dynamics and Earthquake Engineering, , v. 79
Page(s): 379-390
DOI: 10.1016/j.soildyn.2015.04.024
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.2015.04.024.
  • About this
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  • Reference-ID
    10320670
  • Published on:
    22/07/2019
  • Last updated on:
    22/07/2019
 
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