Multi-scale computational model for design of flexible pavement – part I: expanding multi-scaling
Author:
Affiliation:
1. Texas A&M Transportation Institute, Texas A&M University, College Station, TX, USA
2. Civil Engineering Department, Texas A&M University, College Station, TX, USA
3. PSI Technologies, Inc., Saskatoon, Canada
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/10298436.2015.1065999
Reference36 articles.
1. A micro-damage healing model that improves prediction of fatigue life in asphalt mixes
2. Comparing finite element and constitutive modelling techniques for predicting rutting of asphalt pavements
3. A thermodynamic framework for constitutive modeling of time- and rate-dependent materials. Part I: Theory
4. Mechanistic-based constitutive modeling of oxidative aging in aging-susceptible materials and its effect on the damage potential of asphalt concrete
5. Multiscale Prediction of Viscoelastic Properties of Asphalt Concrete
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