Issues Affecting Measurement of the Complex Modulus of Asphalt Concrete-Reference-Cited by-同舟云学术

Issues Affecting Measurement of the Complex Modulus of Asphalt Concrete

Published:2004-10 Issue:5 Volume:16 Page:469-476
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Daniel Jo Sias¹,Chehab Ghassan R.²,Kim Y. Richard³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of New Hampshire, Durham, NH 03824. E-mail: jo.daniel@unh.edu

2. Assistant Professor, Dept. of Civil and Environmental Engineering, The Pennsylvania State Univ., State College, PA.

3. Professor, Dept. of Civil Engineering, North Carolina State Univ., Raleigh, NC. 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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282004%2916%3A5%28469%29

Reference6 articles.

1. Alavi S. Merport T. Wilson T. Groeger J. and Lopez A. ( 1997). “LTPP materials characterization program: Resilient modulus of unbound materials (LTPP Protocol P46) laboratory startup and quality control procedure.” Rep No. FHWA-RD-96-176. FHWA U.S. Department of Transportation Washington D.C.

2. Chehab G. O’Quinn E. N. 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 National Research Council Washington D.C. 125–132.

3. Time–temperature superposition principle for asphalt concrete mixtures with growing damage in tension state;Chehab G.;J. Asphalt Pav. Technol.,2002

4. Daniel J.S. ( 2001). “Development of a simplified fatigue test and analysis procedure using a viscoelastic continuum damage model and its implementation to WesTrack mixtures.” PhD Dissertation North Carolina State Univ. Raleigh N.C.

5. Development of a simplified fatigue test and analysis procedure using a viscoelastic, continuum damage model;Daniel J. S.;J. Asphalt Pav. Technol.,2002

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