Laboratory Evaluation of Fatigue Damage and Healing of Asphalt Mixtures

Author:

Daniel Jo Sias1234,Kim Y. Richard1234

Affiliation:

1. Associate Member, ASCE

2. Member, ASCE

3. Asst. Prof., Dept. of Civ. Engrg., Univ. of New Hampshire, Durham, NH 03824. E-mail: jo.daniel@unh.edu

4. Prof., Dept. of Civ. Engrg., North Carolina State Univ., Raleigh, NC 27695. E-mail: kim@eos.ncsu.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. ASTM. ( 2000). “Standard Test Method for Fundamental Transverse Longitudinal and Torsional Resonant Frequency of Concrete Specimens.” C 215 West Conshohocken Pa.

2. Bonnaure F. P. Huibers A. H. J. J. and Boonders A. ( 1982). “A laboratory investigation of the influence of rest periods on the fatigue characteristics of bituminous mixes.” J. Assoc. of Asphalt Paving Technologists 51.

3. Kim Y. and Kim Y. R. ( 1997). “In-situ evaluation of fatigue damage growth and healing of asphalt concrete pavements using stress wave method.” Transp. Res. Rec. 1568 Transportation Research Board Washington D.C. 106–113.

4. Kim Y. R. Lee H. J. and Little D. M. ( 1997a). . “Fatigue characterization of asphalt concrete using viscoelasticity and continuum damage theory.” J. Assoc. of Asphalt Paving Technologists 66 520–552.

5. Kim Y. R. Lee H. J. Kim Y. and Little D. N. ( 1997b). . “Mechanistic evaluation of fatigue damage growth and healing of asphalt concrete: Laboratory and field experiments.” Proc. 8th Int. Conf. on Asphalt Pavements 1089–1108.

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