Simulation-Based Stochastic Method to Model Microcrack Coalescence in Asphalt Pavements: Concept Paper-Reference-Cited by-同舟云学术

Simulation-Based Stochastic Method to Model Microcrack Coalescence in Asphalt Pavements: Concept Paper

Published:2021-12 Issue:4 Volume:147 Page:06021003
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Kautz Frederick¹,Mallick Rajib B.²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Worcester Polytechnic Institute, Worcester, MA 01609.

2. Ralph White Family Distinguished Professor, Dept. of Civil and Environmental Engineering, Worcester Polytechnic Institute, Worcester, MA 01609 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000314

Reference21 articles.

1. Braham, A., and S. Underwood. 2016. State of the art and practice in fatigue cracking evaluation of asphalt concrete pavements version 1.0: An experimental and numerical synthesis from the mid-1990s to 2016. Lino Lakes, MN: Association of Asphalt Paving Technologists.

2. Computed tomography in the fatigue test analysis of an asphaltic mixture

3. Characterization of asphalt concrete in uniaxial tension using a viscoelastoplastic model;Chehab G. R.;J. Assoc. Asphalt Paving Technol.,2003

4. Viscoelastoplastic Damage Characterization of Asphalt–Aggregate Mixtures Using Digital Image Correlation

5. Deacon J. A. A. Tayebali G. Rowe and C. Monismith. 1995. “Validation of SHRP A-003A flexural beam fatigue test.” In Proc. Engineering Properties of Asphalt Mixtures and the Relationship to their Performance edited by G. Huber and D. Decker 21–36. West Conshohocken PA: ASTM. https://doi.org/10.1520/STP15560S.