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Importance of Nonlinear Anisotropic Modeling of Granular Base for Predicting Maximum Viscoelastic Pavement Responses under Moving Vehicular Loading

This publication lists 29 references to other publication(s):

  • About this
    data sheet
  • Reference-ID
    10347267
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019
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