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

Advertisement

Use of Recurrent Markov Chains for Modeling the Crack Performance of Flexible Pavements

Author(s): (Transportation Engineer, Tindale-Oliver and Associates, Inc., 1000 N. Ashley Dr., Suite 100, Tampa, FL 33602; formerly, PhD graduate, Univ. of South Florida.)
(Transportation Engineer, Tindale-Oliver and Associates, Inc., 1000 N. Ashley Dr., Suite 100, Tampa, FL 33602; formerly, PhD graduate, Univ. of South Florida.)
(Transportation Engineer, Tindale-Oliver and Associates, Inc., 1000 N. Ashley Dr., Suite 100, Tampa, FL 33602; formerly, PhD graduate, Univ. of South Florida.)
(Transportation Engineer, Tindale-Oliver and Associates, Inc., 1000 N. Ashley Dr., Suite 100, Tampa, FL 33602; formerly, PhD graduate, Univ. of South Florida.)
Medium: journal article
Language(s): English
Published in: Journal of Transportation Engineering, , n. 11, v. 131
Page(s): 861-872
DOI: 10.1061/(asce)0733-947x(2005)131:11(861)
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(2005)131:11(861).
  • About this
    data sheet
  • Reference-ID
    10634670
  • 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