Neural Networks Modeling of Stress Growth in Asphalt Overlays due to Load and Thermal Effects during Reflection Cracking-Reference-Cited by-同舟云学术

Neural Networks Modeling of Stress Growth in Asphalt Overlays due to Load and Thermal Effects during Reflection Cracking

Published:2011-03 Issue:3 Volume:23 Page:221-229
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ceylan Halil¹²³,Gopalakrishnan Kasthurirangan¹²³,Lytton Robert L.¹²³

Affiliation:

1. Assistant Professor, Iowa State Univ., Ames, IA.

2. Research Assistant Professor, Iowa State Univ., Ames, IA.

3. Professor, Texas A & M Univ., College Station, TX.

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.1943-5533.0000153

Reference29 articles.

1. Neural Networks in Civil Engineering: 1989–2000

2. Ahlrich R. C. (1986). “Evaluation of asphalt rubber and engineering fabrics as pavement interlayers.” Misc. Paper GL-86-34 (Untraced Series N-86) Army Engineer Waterways Experiment Station Vicksburg MS.

3. Development of an overlay design model for reflective cracking with and without steel reinforcement;Al-Qadi I. L.;J. Assoc. Asphalt Pavement Technol.,2004

4. Bozkurt D. (2003). “Three dimensional finite element analysis to evaluate reflective cracking potential in asphalt concrete overlays.” Ph.D. thesis Univ. of Illinois Urbana-Champaign IL.

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