Laboratory Testing Material Property and FE Modeling Structural Response of PAM-Modified Concrete Overlay on Bridges-Reference-Cited by-同舟云学术

Laboratory Testing Material Property and FE Modeling Structural Response of PAM-Modified Concrete Overlay on Bridges

Published:2009-01 Issue:1 Volume:14 Page:26-35
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xu Qinwu¹²³⁴,Sun Zengzhi¹²³⁴,Wang Hu¹²³⁴,Shen Aiqin¹²³⁴

Affiliation:

1. Project Manager, Pavement Research, the Transtec Group Inc., Austin, TX 78731; formerly, Project Research Assistant, Chang’an Univ.

2. Assistant Professor, School of Materials Science and Engineering.

3. Professor, College of Science.

4. Professor, the Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang’an Univ., Xi’an 710064, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282009%2914%3A1%2826%29

Reference30 articles.

1. Brooks W. E. (2000). “Polypropylene fiber-reinforced microsilica concrete bridge deck overlay at link river bridge.” Experimental features project No . 98-01 Oregon Dept. of Transportation Oregon.

2. Performance of Overlays Placed Over Sealed Decks under Static and Fatigue Loading

3. Communication Ministry Press. (2004). “General specifications for design of highway bridges and culverts.” JTJ D60-2004 Beijing.

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