0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Stiffness Reductions of Flexible Pavements due to Cumulative Fatigue Damage

Author(s): (Lect., Dept. of Civ. Engrg., Univ. of Nottingham, University Park, Nottingham, NG7 2RD; formerly, Res. Assoc., Dept. of Engrg., Univ. of Cambridge, Cambridge, CB2 1PZ, U.K.)
(Lect., Dept. of Engrg., Univ. of Cambridge, Cambridge, CB2 1PZ, U.K.)
Medium: journal article
Language(s): English
Published in: Journal of Transportation Engineering, , n. 2, v. 122
Page(s): 131-139
DOI: 10.1061/(asce)0733-947x(1996)122:2(131)
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)0733-947x(1996)122:2(131).
  • About this
    data sheet
  • Reference-ID
    10633840
  • Published on:
    29/11/2021
  • Last updated on:
    29/11/2021
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine