Three-Dimensional Microstructural-Based Discrete Element Viscoelastic Modeling of Creep Compliance Tests for Asphalt Mixtures-Reference-Cited by-同舟云学术

Three-Dimensional Microstructural-Based Discrete Element Viscoelastic Modeling of Creep Compliance Tests for Asphalt Mixtures

Published:2011-01 Issue:1 Volume:23 Page:79-87
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

You Zhanping¹²³,Liu Yu¹²³,Dai Qingli¹²³

Affiliation:

1. Donald and Rose Ann Tomasini Associate Professor of Transportation Engineering, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931 (corresponding author).

2. Research Assistant, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931.

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.1943-5533.0000038

Reference36 articles.

1. Micromechanical Modeling of the Viscoelastic Behavior of Asphalt Mixtures Using the Discrete-Element Method

2. 3D microstructural models for asphalt mixtures using X-ray computed tomography images;Adhikari S.;Int. J. Pavement Res. Technol.,2008

3. Modeling of Hollow Cylindrical Asphalt Mixture Specimens

4. Adhikari S. You Z. Dai Q. and Liu Y. (2008). “Investigation of the air void effect on the asphalt mixture using 2D and 3D DEM.” 1st Int. FLAC/DEM Symp. on Numerical Modeling Minneapolis 419–426.

5. Basu A. Marasteanu M. O. and Hesp S. A. M. (2003). “Time-temperature superposition and physical hardening effects in low-temperature asphalt binder grading.” Transportation Research Record. 1829 Transportation Research Board Washington D.C. 1–7.

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