Crack Propagation in Hot Mix Asphalt Overlay Using Extended Finite-Element Model-Reference-Cited by-同舟云学术

Crack Propagation in Hot Mix Asphalt Overlay Using Extended Finite-Element Model

Published:2017-05 Issue:5 Volume:29 Page:04016296
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Rashadul Islam Md¹,Vallejo Meghan J.²,Tarefder Rafiqul A.³

Affiliation:

1. Assistant Professor, Civil Engineering Technology, Colorado State Univ. Pueblo, 2200 Bonforte Blvd., Pueblo, CO 81001 (corresponding author).

2. Former Graduate Student, Dept. of Civil Engineering, Univ. of New Mexico, Albuquerque, NM 87131.

3. Professor, Dept. of Civil Engineering, Univ. of New Mexico, Albuquerque, NM 87131.

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.1943-5533.0001815

Reference18 articles.

1. ABAQUS v6.9 [Computer software]. Dassault Systèmes Waltham MA.

2. Micromechanical Model for Heterogeneous Asphalt Concrete Mixtures Subjected to Fracture Failure

3. ASTM. (2007). “Standard test method for indirect tensile (IDT) strength of bituminous mixtures.” ASTM D6931–07 West Conshohocken PA.

4. Baek J. (2010). “Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques.” Ph.D. dissertation Civil Engineering Univ. of Illinois at Urbana-Champaign Champaign IL.

5. Ballarini R. and Liao M. (2012). “Mechanistic modeling of unbonded concrete overlay pavements.” Rep. No. MN/RC 2012-02 Minnesota DOT St. Paul MN.

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