Development and Validation of Viscoelastic-Damage Model for Three-Phase Permanent Deformation of Dense Asphalt Mixture-Reference-Cited by-同舟云学术

Development and Validation of Viscoelastic-Damage Model for Three-Phase Permanent Deformation of Dense Asphalt Mixture

Published:2012-07 Issue:7 Volume:24 Page:842-850
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhang Jiupeng¹,Pei Jianzhong²,Zhang Zengping³

Affiliation:

1. Associate Professor, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Middle Section of Southern Erhuan Road, Xi’an 710064, China (corresponding author).

2. Professor, Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Middle Section of Southern Erhuan Road, Xi’an 710064, China.

3. Associate Professor, School of Highway, Chang’an Univ., Middle Section of Southern Erhuan Road, Xi’an 710064, China.

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.1943-5533.0000467

Reference19 articles.

1. Barksdale R. D. (1972). “Laboratory evaluation of rutting in base course materials.” 3rd Int. Conf. on Structure Design of Asphalt Pavements Univ. of Michigan Ann Arbor MI.

2. Bonaquist R. Christensen D. and Stump W. (2003). “Simple performance tester for superpave mix design: First-article development and evaluation.” NCHRP Rep. No. 513 Transportation Research Board National Research Council National Academy Press Washington DC.

3. Bouldin M. G. Dongre R. and D’Angelo J. (2001). “Proposed refinement to the superpave high temperature specification parameter for performance graded binder.” Transportation Research Record 1766 Transportation Research Board Washington DC 40–47.

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