Behavior of an Integral Abutment Bridge in Minnesota, US-Reference-Cited by-同舟云学术

Behavior of an Integral Abutment Bridge in Minnesota, US

Published:2011-08 Issue:3 Volume:21 Page:320-331
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Huang Jimin¹,Shield Carol²,French Catherine²

Affiliation:

1. HDR Engineering, Florida, USA Contact:

2. University of Minnesota, Minneapolis, USA

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686611X12994961034336

Reference14 articles.

1. Kunin J, Alam S.Integral Abutment Bridges: Current Practice in the United States and Canada. Special Report, Transportation research and Development Bureau, New York State Department of Transportation. FHWA/NJ/SR-99/132, 1999.

2. Jorgenson JL.Behavior of Abutment Piles in an Integral Abutment in Response to Bridges Movements. Transportation Research Record 903, TRB, National Research Council, Washington, DC, 1983, 72–79.

3. Sanford TC, Elgaaly M.Skew Effects on Backfill Pressures at Frame Bridge Abutments. Transportation Research Record 1415, TRB, National Research Council, Washington, DC, 1994; 1–11.

4. Hoppe E, Gomez J.Field Study of an Integral Backwall Bridge. Virginia Transportation Research Council, 1996.

5. Frosch RJ, Kreger ME, Talbott AM.Earthquake Resistance of Integral Abutment Bridges, Report, TRB 25-1 Bridge, FHWA/IN/JTRP-2008/11, SPR-2867, 2009.

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