Laboratory tests and finite element simulations to model thermally induced reflective cracking of composite pavements

Author:

Ban Hoki1,Im Soohyok2,Kim Yong-Rak3,Jung Jong Suk4

Affiliation:

1. Department of Civil Engineering, Kangwon National University, Samcheok, Republic of Korea

2. Department of Materials and Pavements, Texas A&M Transportation Institute, College Station, TX, USA

3. Department of Civil Engineering, University of Nebraska, Lincoln, NE, USA

4. Land and Housing Institute, Daejeon, Republic of Korea

Funder

Nebraska Department of Roads (NDOR)

Land and Housing Institute (LHI)

Mid-America Transportation Center (MATC)

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference26 articles.

1. AASHTO TP 62-07, 2008. Determining dynamic modulus of hot-mix asphalt concrete mixtures. Standard specifications for transportation and methods of sampling and testing, 28th Edition, and provisional standards. America Association of State Transportation and Highway Engineering.

2. AASHTO TP 105, 2013. Determining the fracture energy of asphalt mixtures using the semi-circular bend geometry (SCB). Washington, DC: American Association of State Highway and Transportation Officials.

3. A comprehensive model for predicting thermal cracking events in asphalt pavements

4. Mode I Fracture Characterization of Bituminous Paving Mixtures at Intermediate Service Temperatures

5. ASTM D7313-13, 2013. Standard test method for determining fracture energy of asphalt-aggregate mixtures using the disk-shaped compact tension geometry. ASTM International: West Conshohocken, PA.

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