Foundations for Integral Abutments

Author:

Dunker Kenneth F.12,Liu Dajin12

Affiliation:

1. Master Engineer, Iowa Dept. of Transportation, 800 Lincoln Way, Ames, IA 50010. E-mail: kenneth.dunker@dot.iowa.gov

2. Senior Bridge Engineer, Parametrix, 700 NE Multnomah, Suite 1000, Portland, OR 97232; formerly, Senior Structural Engineer, Parsons, 10 South Riverside Plaza, Suite 400, Chicago, IL 60606. E-mail: dliu@parametrix.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference29 articles.

1. Abendroth R. E. and Greimann L. F. (2005). “Field testing of integral abutments.” Final Rep. HR-399 Iowa State Univ. Ames Iowa ⟨ http://www.ctre.iastate.edu/reports/hr399.pdf ⟩ .

2. Behavior of a Semiintegral Bridge Abutment under Static and Temperature-Induced Cyclic Loading

3. Behavior of concrete integral abutments;Burdette E. G.;Concr. Int.,2002

4. Lateral Load Tests on Prestressed Concrete Piles Supporting Integral Abutments

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