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Estimation of resilient modulus of unbound granular materials used as pavement base: combined effect of grain-size distribution and aggregate source frictional properties

Author(s):


Medium: journal article
Language(s): English
Published in: Materials and Structures, , n. 10, v. 49
Page(s): 4363-4373
DOI: 10.1617/s11527-016-0793-9
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: 10.1617/s11527-016-0793-9.
  • About this
    data sheet
  • Reference-ID
    10170680
  • Published on:
    11/12/2018
  • Last updated on:
    11/12/2018
 
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