Behavior of a Semiintegral Bridge Abutment under Static and Temperature-Induced Cyclic Loading
Publication: Journal of Bridge Engineering
Volume 9, Issue 2
Abstract
This paper presents the results of an experimental study of semiintegral bridge abutments. Primary interests were to investigate (1) potential problems with the particular detail tested; (2) rotational characteristics of the semiintegral abutments; and (3) ability of the specimens to withstand cyclic loading induced by temperature variations during the expected life of the bridge. Sixteen experiments were conducted on three large-scale specimens. The results of the tests have shown that semiintegral abutments can significantly reduce the moments transferred from the superstructure to the foundation piles. Test results have also shown that semiintegral abutments can tolerate the number of displacement cycles that a bridge will experience during the course of its economic life.
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References
Arsoy, S., Duncan, J. M., and Barker, R. M. (2002). Experimental and analytical investigations of piles and abutments of integral bridges, Virginia Transportation Research Council, Charlottesville, Va.
Burke, M. P., Jr. (1996). “An introduction to the design and construction of integral bridges.” Workshop on Integral Abutment Bridges, Pittsburgh.
Chen, Y.(1997). “Important considerations, guidelines, and practical details of integral bridges.” J. Eng. Technol., 14(spring), 16–19.
GangaRao, H., Thippeswamy, H., Dickson, B., and Franco, J. (1996). “Survey and design of integral abutment bridges.” Workshop on Integral Abutment Bridges, Pittsburgh.
Greimann, L. F., Abendroth, R. E., Johnson, D. E., and Ebner, P. B. (1987). Pile design and tests for integral abutment bridges, Iowa State Univ., Ames, Iowa.
Hoppe, E. J., and Gomez, J. P. (1996). “Field study of an integral backwall bridge.” VTRC 97-R7, Virginia Transportation Research Council, Charlottesville, Va.
Krauthammer, T., Kennelly, J., and Abdelkarim, L. (1994). “Bridge superstructure research: Integral abutment bridges and their pile design.” Research Project 90-11, Commonwealth of Pennsylvania, Dept. of Transportation, University Park, Pa.
Loveall, C. (1996). “Integral abutment bridges.” Workshop on Integral Abutment Bridges, Pittsburgh.
Soltani, A. A., and Kukreti, A. R. (1992). “Performance evaluation of integral abutment bridges.” Transportation Research Record 1371, Transportation Research Board, Washington, D.C., 17–25.
Soltani, A. A., and Kukreti, A. R. (1996). “Performance evaluation of integral abutment bridges.” Workshop on Integral Abutment Bridges, Pittsburgh.
Wassermann, E. P., and Walker, J. H. (1996). “Integral abutments for continuous steel bridges.” Workshop on Integral Abutment Bridges, Pittsburgh.
Wolde-Tinsea, A. M., and Klinger, J. E. (1987). “Integral abutment bridge design and construction.” Final Rep., FHWA/MD-87/04, Maryland Dept. of Transportation, Baltimore.
Yang, P.-S., Wolde-Tinsae, A. M., and Greimann, L. F.(1985). “Effects of predrilling and layered soils on piles.” J. Geotech. Eng., 111(1), 18–31.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: Mar 1, 2002
Accepted: Nov 20, 2002
Published online: Feb 19, 2004
Published in print: Mar 2004
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