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Empirical-Mechanistic Method Based Stochastic Modeling of Fatigue Damage to Predict Flexible Pavement Cracking for Transportation Infrastructure Management

Author(s): (Assistant Professor, Dept. of Civil Engineering, The Catholic Univ. of America, Washington, D.C. 20064.)
(Dewitt C. Greer Centennial Professor Emeritus and Director, Texas Accelerating Pavement Testing Center, The Univ. of Texas at Austin, Austin, TX 78712.)
(Dept. of Civil Engineering, Univ. of Texas, Austin, TX 78712.)
Medium: journal article
Language(s): English
Published in: Journal of Transportation Engineering, , n. 2, v. 129
Page(s): 109-117
DOI: 10.1061/(asce)0733-947x(2003)129:2(109)
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(2003)129:2(109).
  • About this
    data sheet
  • Reference-ID
    10634397
  • Published on:
    29/11/2021
  • Last updated on:
    29/11/2021
 
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