Fundamental Characterization of Engineering Properties of Gussasphalt Mixtures-Reference-Cited by-同舟云学术

Fundamental Characterization of Engineering Properties of Gussasphalt Mixtures

Published:2011-12 Issue:12 Volume:23 Page:1719-1726
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Chen Jian-Shiuh¹²³³,Liao Min-Chih¹²³³,Huang Chien-Chung¹²³³,Wang Ching-Hsiung¹²³³

Affiliation:

1. Professor, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 701, Taiwan (corresponding author).

2. Postdoctoral Fellow, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 701, Taiwan.

3. Ph.D. Candidate, Dept. of Civil Engineering, National Cheng Kung Univ., Tainan 701, Taiwan.

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.1943-5533.0000339

Reference13 articles.

1. Mechanical Behavior and Reinforcement of Mineral Filler-Asphalt Mixtures : Technical Paper

2. Fatigue Damage of Asphalt Pavement on an Orthotropic Bridge Deck. Mechanical Monitoring with Ultrasonic Wave Propagation

3. Héritier B. Olard F. Loup F. and Krafft S. (2005). “Design of a specific bituminous surfacing for the world’s highest orthotropic steel deck bridge: France’s Millau Viaduct.” Transportation Research Record 1929 Transportation Research Board Washington DC. 141–148.

4. Hubbard P. and Gollomb H. (1937). “The hardening of asphalt with relationship to development of cracks in asphalt pavements.” Proc. Assoc. Asphalt Paving Technol. Vol. 9 Lino Lakes MN 23–54.

5. Hulsey J. L. Yang L. and Raad L. (1999). “Wearing surfaces for orthotropic steel bridge decks.” Transportation Research Record 1654 Transportation Research Board Washington DC. 89–96.

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