Stochastic Identification of Linear-Viscoelastic Models of Aged and Unaged Asphalt Mixtures-Reference-Cited by-同舟云学术

Stochastic Identification of Linear-Viscoelastic Models of Aged and Unaged Asphalt Mixtures

Published:2015-04 Issue:4 Volume:27 Page:04014149
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Mehrez Loujaine¹,Kassem Emad²,Masad Eyad³,Little Dallas⁴

Affiliation:

1. Assistent Research Scientist, Dept. of Mechanical Engineering, Texas A&M Univ. at Qatar, P.O. Box 23874, Doha, Qatar (corresponding author).

2. Assistent Research Scientist, Texas A&M Transportation Institute, Texas A&M Univ., 3135 TAMU, College Station, TX 77843-3135.

3. Assistant Dean for Research and Graduate Studies, Director of TAMUQ Research Operations, Professor of Mechanical Engineering, Dept. of Mechanical Engineering, Texas A&M Univ. at Qatar, P.O. Box 23874, Doha, Qatar.

4. Regents Professor, E.B. Snead Chair Professor of Transportation and Civil Engineering, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3135 TAMU, College Station, TX 77843-3135.

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%29MT.1943-5533.0001103

Reference15 articles.

1. AASHTO. (2002). “Preparing and determining the density of hot-mix asphalt (HMA) specimens by means of the superpave gyratory compactor.” AASHTO T 312 Washington DC.

2. AASHTO. (2003). “Standard method of test for determining dynamic modulus of hot-mix asphalt concrete mixtures.” AASHTO TP 62 Washington DC.

3. LII. An essay towards solving a problem in the doctrine of chances. By the late Rev. Mr. Bayes, F. R. S. communicated by Mr. Price, in a letter to John Canton, A. M. F. R. S

4. Bonaquist R. and Christensen D. W. (2005). “Practical procedure for developing dynamic modulus master curves for pavement structural design.” Transportation Research Record 1929 Transportation Research Board Washington DC 208–217.

5. Interpretation of dynamic mechanical test mata for paving grade asphalt cements (with discussion);Christensen D. W.;J. Assoc. Asphalt Paving Technol.,1992

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