Structural Performance of Bridge Approach Slabs under Given Embankment Settlement-Reference-Cited by-同舟云学术

Structural Performance of Bridge Approach Slabs under Given Embankment Settlement

Published:2005-07 Issue:4 Volume:10 Page:482-489
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cai C. S.¹²³⁴,Shi X. M.¹²³⁴,Voyiadjis G. Z.¹²³⁴,Zhang Z. J.¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

2. PhD Candidate, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

3. Boyd Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

4. Senior Research Engineer, LTRC, 4101 Gourrier Ave., Baton Rouge, LA 70808.

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%282005%2910%3A4%28482%29

Reference15 articles.

1. Briaud J. L. James R. W. and Hoffman S. B. (1997). “Settlement of bridge approaches (the bump at the end of the bridge).” NCHRP Synthesis 234 Transportation Research Board National Research Council Washington D.C.

2. Chini S. A. Wolde-Tinsae A. M. and Aggour M. S. (1992). “Drainage and backfill provisions for approaches to bridges.” Univ. of Maryland College Park Md.

3. Ha H. Seo J. B. and Briaud J. L. (2003). “Investigation of settlement at bridge approach slab expansion joint: Survey and site investigations.” Rep. No. 4147-1 to the Texas Department of Transportation published by the Texas Transportation Institute Texas A&M Univ. System College Station Tex.

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