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

Author(s):

Medium: journal article
Language(s): English
Published in: Journal of Engineering Mechanics (ASCE), , n. 1, v. 139
Page(s): 29-38
DOI: 10.1061/(asce)em.1943-7889.0000465
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)em.1943-7889.0000465.
  • About this
    data sheet
  • Reference-ID
    10347267
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019
 
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