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:

Mandal Tirupan1,Hanz Andrew J.2,Bahia Hussain U.3

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

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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