Experimental Study on the Performance of Approach Slabs under Deteriorating Soil Washout Conditions-Reference-Cited by-同舟云学术

Experimental Study on the Performance of Approach Slabs under Deteriorating Soil Washout Conditions

Published:2011-09 Issue:5 Volume:16 Page:624-632
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Chen Yung-Tsang¹²,Chai Y. H.¹²

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 1 Shields Ave., Davis, CA 95616.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 1 Shields Ave., Davis, CA 95616 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000188

Reference18 articles.

1. AASHTO. (2002). Standard specifications for highway bridges HS20-44 Washington DC.

2. AASHTO. (2007). LRFD bridge design specifications Washington DC.

3. American Concrete Institute (ACI). (2006). Guide for the design and construction of structural concrete reinforced with FRP bars ACI 440.1R-06 Farmington Hills MI.

4. ASTM. (2000). “Standard test methods for laboratory compaction characteristics of soil using standard effort.” D698-00 West Conshohocken PA.

5. Double-Layer Prefabricated FRP Grids for Rapid Bridge Deck Construction: Case Study

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