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2025 Vol.15, Issue 2 Preview Page

Scientific Paper

31 December 2025. pp. 260-268
Abstract
References
1

American Association of State Highway and Transportation Officials (AASHTO) (2002). Designation: MP1a-02, Standard Specification for Performance Graded (PG) Asphalt Binder, AASHTO Provisional Standards, May 2002 Edition, Washington, D.C.

2

American Association of State Highway and Transportation Officials (AASHTO) (2003). Designation: T 322-03, Standard Method of Test for Determining the Creep Compliance and Strength of Hot-Mix Asphalt (HMA) Using the Indirect Tensile Test Device, Standard Specifications for Transportation Materials and Methods of Sampling and Testing, Part 2B: Tests, 22nd Edition, Washington, D.C.

3

American Association of State Highway and Transportation Officials (AASHTO) (2005). Standard: T 313-05, Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR), Standard Specifications for Transportation Materials and Methods of Sampling and Testing, 25th Edition, Washington, D.C.

4

American Association of State Highway and Transportation Officials (AASHTO) (2025). AASHTOWare Pavement official design guide.

5

Anderson, D.A. and Marasteanu, M.O. (1999). “Physical hardening of asphalt binders relative to their glass transition temperatures”, Transportation Research Record, 1661(1), pp. 27-34.

10.3141/1661-05
6

Basu, A. (2002). An evaluation of the Time-Temperature Equivalence Factor and of the Physical hardening Effects on Low-Temperature asphalt binder specifications, M.S. Thesis in Civil Engineering, University of Minnesota, U.S..

7

Hopkins, I.L. and Hamming, R.W. (1957). “On creep and relaxation”, Journal of Applied Physics 28(906), pp. 906-909.

10.1063/1.1722885
8

Johnson, A., Clyne, T.R. and Worel, J.B. (2009). 2008 MnROAD Phase II Construction Report, Final Report, Minnesota Department of Transportation, U.S..

9

Marasteanu, M.O., Velasquez, R., Zofka, A. and Cannone Falchetto, A. (2009). Development of a simple test to determine the low temperature creep compliance of asphalt mixtures, NCHRP IDEA Report 133.

10

Marasteanu, M.O. (2007). “Emerging methods in asphalt binder rheological characterization”, Models and Methods for Bituminous Materials, pp. 257-284.

10.1080/14680629.2007.9690075
11

Moon, K.H. (2010). Comparison of Thermal Stresses Calculated from Asphalt Binder and Asphalt Mixture Creep Compliance Data, M.S. Thesis in Civil Engineering, University of Minnesota, U.S..

12

Moon K.H. (2012). Investigation of asphalt binder and asphalt mixture low temperature properties using analogical models, Ph.D. Thesis in Civil Engineering, University of Minnesota, U.S..

Information
  • Publisher :KOREAN ASPHALT INSTITUTE
  • Publisher(Ko) :한국아스팔트학회
  • Journal Title :Journal of the Korean Asphalt Institute
  • Journal Title(Ko) :한국아스팔트학회지
  • Volume : 15
  • No :2
  • Pages :260-268
  • Received Date : 2025-12-04
  • Revised Date : 2025-12-15
  • Accepted Date : 2025-12-15