A study of top-down cracking in the state of Oregon
Author:
Affiliation:
1. New Jersey Department of Transportation (NJDOT), Construction & Materials Division, Cherry Hill, NJ, USA
2. Department of Civil, Construction & Environmental Engineering, Iowa State University, Ames, IA, USA
3. GeoDesign Inc., Portland, OR, USA
Funder
Premature Asphalt Concrete Pavement Cracking
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2017.1345782
Reference20 articles.
1. Predicting Viscoelastic Response and Crack Growth in Asphalt Mixtures with the Boundary Element Method
2. Temperature Correction on Falling Weight Deflectometer Measurements
3. The Multidepth Deflectometer (MDD) System for Determining the Effective Elastic Moduli of Pavement Layers
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2. Numerical Analysis of the Initiation Cause of the Surface Transverse Cracks in Semirigid Asphalt Pavement;Journal of Transportation Engineering, Part B: Pavements;2023-12
3. Preparation of Low Rolling Resistance Modified Asphalt and Analysis of Its Rolling Resistance and Viscoelasticity;Tehnicki vjesnik - Technical Gazette;2021-08-01
4. Application of Falling Weight Deflectometer (FWD) Data and Energy Ratio (ER) Approach for Cracking Performance Evaluation of Asphalt Pavements;International Journal of Civil Engineering;2019-04-25
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