Integral Abutment-Backfill Behavior on Sand Soil—Pushover Analysis Approach
Publication: Journal of Bridge Engineering
Volume 10, Issue 3
Abstract
This paper presents a study on the behavior of the abutment-backfill system under positive thermal variation in integral bridges built on sand. A structural model of a typical integral bridge is built, considering the nonlinear behavior of the piles and soil-bridge interaction effects. Static pushover analyses of the bridge are conducted to study the effect of various geometric, structural, and geotechnical parameters on the performance of the abutment-backfill system under positive thermal variations. The shape and intensity of the backfill pressure are found to be affected by the height of the abutment. Furthermore, the internal forces in the abutments are found to be functions of the thermal-induced longitudinal movement of the abutment, the properties of the pile, and the density of the sand around the piles. Using the pushover analysis results, design equations are formulated to determine the maximum forces in the abutments and the maximum length of integral bridges based on the strength of the abutments. Integral bridges with piles encased in loose sand and oriented to bend about their weak axis, abutment heights less than , and noncompacted backfill are recommended to limit the magnitude of the forces in the abutments.
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References
American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD bridge design specifications, 2nd Ed., AASHTO, Washington, D.C.
Bowles, J. E. (1996). Foundation analysis and design, 5th Ed., McGraw-Hill, New York.
Burdette, E. G., Ingram, E. E., Goodpasture, D. W., and Deatherage, J. H. (2002). “Behavior of concrete integral abutments.” Concr. Int., 59–63.
Burke, M. P., Jr. (1988). “Bridge deck joints.” NCHRP Synthesis of Highway Practice, No. 141, Transportation Research Board, Washington, D.C.
Burke, M. P., Jr. (1990a). “Integral bridge design is on the rise.” Modern Steel Constr., 30(4), 9–11.
Burke, M. P., Jr. (1990b). “Integral Bridges.” Transp. Res. Rec., Transportation Research Board, Washington, D.C.
Burke, M. P., Jr. (1994). “Semi-integral bridges: Movements and forces.” Transp. Res. Rec., Transportation Research Board, Washington, D.C., 1–7.
Clough, G. M., and Duncan, J. M. (1991). Foundation engineering handbook, 2nd Ed., H. Y. Fang, ed., Van Nostrand Reinhold, New York.
Dicleli, M. (2000). “A rational design approach for prestressed-concrete-girder integral bridges.” Eng. Struct., 22(3), 230–245.
Dicleli, M., and Albhaisi, S. M. (2003). “Maximum lengths of integral abutment bridges based on the strength of abutments and the performance of steel H-piles under cyclic thermal loading.” BU-CEC-03-01, Dept. of Civil Engineering and Construction, Bradley Univ., Peoria, Ill.
Dicleli, M., and Albhaisi, S. M. (2004). “Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments.” J. Constr. Steel Res., 60(2), 161–182.
England, G. L., and Tseng, N. C. M. (2001). “Towards the design of soil loading for integral bridges—Experimental evaluation.” Dept. of Civil and Environmental Engineering, Imperial College, London.
Federal Highway Administration (FHWA). (1986). “Seismic design of highway bridge foundations. II: Design procedures and guidelines.” Publication No. FHWA-RD-94-052, Federal Highway Administration, U.S. Dept. of Transportation, Washington, D.C.
Girton, D. D., Hawkinson, T. R., and Greimann, L. F. (1991). “Validation of design recommendations for integral-abutment piles.” J. Struct. Eng., 117(7), 2117–2134.
Haliburton, T. A. (1971). “Soil structure interaction; Numerical analysis of beams and beam columns.” Technical Publication No. 14, School of Civil Engineering, Oklahoma State Univ. Stillwater, Okla.
Horvath, J. S. (2000). “Integral abutment bridges: Problems and innovative solutions using EPS Geofoam and other geosynthetics.” Manhattan College Research Rep. No. CE/GE-00-2, Manhattan College, School of Engineering, Civil Engineering Dept., Bronx, N.Y.
Husain, I., and Bagnariol, D. (1996). “Integral-abutment bridges.” Rep. SO-96-01, Ontario Ministry of Transportation, St. Catharines, Ontario, Canada.
Illinois Department of Transportation (IDOT). (1997). Metric bridge design manual, IDOT, Springfield, Ill.
Ingram, E. E., Burdette, E. G., Goodpasture, D. W., and Deatherage, J. H. (2003). “Evaluation of applicability of typical column design equations to steel H-piles supporting integral abutments.” Eng. J., 50–58.
Lawyer, A., French, C., and Shield, C. K. (2000). “Field performance of integral abutment bridge.” Transp. Res. Rec., National Science Foundation, Washington, D.C., 108–117.
Lehane, B. M., Keogh, D. L., and O’Brien, E. J. (1999). “Simplified elastic model for restraining effects of backfill soil on integral bridges.” Comput. Struct., 73, 303–313.
SAP2000. (1998). “Integrated finite element analysis and design of structures.” Computers and Structures, Berkeley, Calif.
Soltani, A. A., and Kukreti, A. R. (1992). “Performance evaluation of integral-abutment bridges.” Transp. Res. Rec., Transportation Research Board, Washington, D.C., 17–25.
Steiger, D. J. (1993). “Jointless bridges provide fuel for controversy.” Roads Bridges, 31(11), 48–54.
Wolde-Tinsae, A. M., Klinger, J. E., and Mullangi, R. (1988a). Bridge deck joint rehabilitation or retrofitting—final report, Dept. of Civil Engineering, Univ. of Maryland, College Park, Md.
Wolde-Tinsae, A. M., Klinger, J. E., and White, E. (1988b). “Performance of jointless bridges.” J. Perform. Constr. Facil., 2(2), 111–128.
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© 2005 ASCE.
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Received: Dec 8, 2003
Accepted: May 17, 2004
Published online: May 1, 2005
Published in print: May 2005
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