Challenges in using the Disc-Shaped Compact Tension (DCT) test to determine role of asphalt mix design variables in cracking resistance at low temperatures
Author:
Affiliation:
1. Gemini Technologies, Inc. , Egg Harbor Township, NJ, USA
2. MTE Services Inc. , Onalaska, WI, USA
3. Department of Civil and Environmental Engineering, University of Wisconsin – Madison , Madison, WI, USA
Funder
Wisconsin Highway Research Program
Modified Asphalt Research Center (MARC)
University of Wisconsin – Madison
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/10298436.2017.1405001
Reference32 articles.
1. Al-Qadi, I.L. , et al. , 2009. Determination of usable residual asphalt binder in RAP, Illinois Center for Transportation Project Report No. FHWA-ICT-09-031.
2. Al-Qadi, I.L. , et al. , 2015. Testing protocols to ensure performance of high asphalt binder replacement mixes using RAP and RAS, Illinois Center for Transportation Project R27-128, Research Report No. FHWA-ICT-15-017.
3. A comparison between beam and semi-circular bending fracture tests for asphalt
4. Bahia, H. , et al. , 2016. Analysis and feasibility of asphalt pavement performance-based specifications for WisDOT, WHRP Project: 0092-15-04 Final Report , December.
5. Effects of Recycled Asphalt Pavement Amounts on Low-Temperature Cracking Performance of Asphalt Mixtures Using Acoustic Emissions
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