Viscoelastoplastic Damage Characterization of Asphalt–Aggregate Mixtures Using Digital Image Correlation-Reference-Cited by-同舟云学术

Viscoelastoplastic Damage Characterization of Asphalt–Aggregate Mixtures Using Digital Image Correlation

Published:2007-03 Issue:2 Volume:7 Page:111-118
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Chehab Ghassan R.¹²³,Seo Youngguk¹²³,Kim Y. Richard¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Pennsylvania State Univ., 212 Sackett Building, University Park, PA 16802. E-mail: gchehab@engr.psu.edu

2. Senior Researcher, Highway and Transportation Technology Institute, Korea Highway Corporation, 445-812, Republic of Korea. E-mail: seoyg89@freeway.co.kr

3. Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7908, E-mail: kim@ncsu.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A2%28111%29

Reference25 articles.

1. Alarcon M. (1999). “Effects of strain localization on fault gouge constitutive relations.” Proc. Society of Engineering Sciences '99 Society of Engineering Science Austin Tex.

2. Chehab G. R. (2002). “Characterization of asphalt concrete in tension using a viscoelastoplastic model.” Ph.D. dissertation North Carolina State Univ. Raleigh N.C.

3. Time–temperature superposition principle for asphalt concrete mixtures with growing damage in tension state;Chehab G. R.;Asph. Paving Technol.,2002

4. Characterization of asphalt concrete in uniaxial tension using a viscoelastoplastic model;Chehab G. R.;Asph. Paving Technol.,2003

5. Chehab G. R. O’Quinn E. and Kim Y. R. (2000). “Specimen geometry study for direct tension test based on mechanical tests and air void variation in asphalt concrete specimens compacted by superpave gyratory compactor.” Transportation Research Record. 1723 Transportation Research Board Washington D.C. 125–132.

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