TECHNICAL PAPERS
Apr 25, 2011

Predicting the Earth Pressure on Integral Bridge Abutments

Publication: Journal of Bridge Engineering
Volume 17, Issue 2

Abstract

The soil adjacent to integral bridge abutments experiences daily and annual temperature-induced cyclic loading owing to expansion and contraction of the bridge deck. This causes a particular soil response and complicated soil-structure interaction problem, with considerable uncertainties in design. This paper describes a method of calculating the effects of thermal cycling by using the results of laboratory cyclic stress-path testing within a numerical model. Samples of stiff clay and sand were tested in the triaxial apparatus under stress paths that are typical behind an integral abutment. Distinct behavior was observed for the two soils, with stiff clay showing relatively little buildup of lateral stress with cycles, whereas sand stresses continued to increase, exceeding at-rest pressure and approaching full passive pressures. To explore the implications of these findings on soil-abutment interaction and to estimate the lateral stresses acting on the abutment as a whole, a numerical i.e., (finite difference) model was developed with a soil model reproducing the sand behavior at element level. The numerical model gave good agreement with published centrifuge and field data, indicating that the stress profile specified in some current standards is conservative. The influence of abutment stiffness and wall friction is also quantified.

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Acknowledgments

The authors are grateful for the research supported received from the Engineering and Physical Sciences Research Council of the United Kingdom, Mott MacDonald, a PRC/Hong Kong Postgraduate Scholarship, and an Overseas Research Studentship from Universities UK. The second author also wishes to thank the support from the Scientific Research Foundation for the Returned Overseas Chinese Scholars, Ministry of Education of China.

References

Banks, J. R. (2009). “Numerical modelling of lateral stress on integral abutments due to cyclic loading.” Eng.D. thesis, Univ. of Southampton, Southampton, UK.
Barker, K. J., and Carder, D. R. (2000). “Performance of the two integral bridges forming the A62 Manchester road overbridge.” TRL Rep. 436, Transport Research Laboratory, Crowthorne, Berkshire, UK.
Barker, K. J., and Carder, D. R. (2001). “Performance of an integral bridge over the M1-A1 link road at bramham crossroads.” TRL Rep. 521, Transport Research Laboratory, Crowthorne, Berkshire, UK.
Barker, K. J., and Carder, D. R. (2006). “The long term monitoring of stresses behind three integral bridge abutments.” Technical Paper No. 10, Concrete Bridge Development Group, Camberley, Surry, UK.
Bolton, M. D., and Powrie, W. (1988). “Behaviour of diaphragm walls in clay prior to collapse.” Géotechnique, 38(2), 167–189.
Burke, M. P., Jr., and Gloyd, C. S. (1997). “Emergence of semi-integral bridges.” Transp. Res. Rec., 1594,, 179–186.
Card, G. B., and Carder, D. R. (1993). “A literature review of the geotechnical aspects of integral bridge abutments.” TRL Project Rep. 52, Transport Research Laboratory, Crowthorne, Berkshire, UK.
Clayton, C. R. I. (2011). “Stiffness at small strain: Research and practice.” Geotechnique, 61(1), 5–37.
Clayton, C. R. I., Abbireddy, C. O. R., and Schiebel, R. (2009). “A method of estimating the form of coarse particulates.” Géotechnique, 59(6), 493–501.
Clayton, C. R. I., Xu, M., and Bloodworth, A. (2006). “A laboratory study of the development of earth pressure behind integral abutments.” Géotechnique, 56(8), 561–571.
Cosgrove, E. F., and Lehane, B. H. (2003). “Cyclic loading of loose backfill placed adjacent to integral bridge abutments.” Int. J. Phys. Model. Geotech., 3(3), 9–16.
Darley, P., Carder, D. R., and Alderman, G. H. (1996). “Seasonal thermal effects on the shallow abutment of an integral bridge in Glasgow.” TRL Rep. 178, Transport Research Laboratory, Crowthorne Berkshire, UK.
Darley, P., Carder, D. R., and Barker, K. J. (1998). “Seasonal thermal effects over three years on the shallow abutment of an integral bridge in Glasgow.” TRL Rep. 344, Transport Research Laboratory, Crowthorne, Berkshire, UK.
England, G. L., Tsang, N. C. M., and Bush, D. (2000). Integral bridges—A fundamental approach to thet time temperature loading problem, Thomas Telford, London.
Goh, D. (2001). “The behavior of shallow abutments of integral bridges.” Ph.D. thesis, Univ. of Birmingham, Birmingham, UK.
Hambly, E. C. (1997). “Integral bridges, proceedings of the ICE.” Transport, 123(1), 30–38.
Highways Agency. (1995). “BD 57: Design for durability.” DMRB 1.3, HMSO, London.
Highways Agency. (2000). “BA 42: The design of integral bridges [incorporating amendment 1].” DMRB 1.3, HMSO, London.
Highways Agency. (2001). “DB 37: Loads for highway bridges.” DMRB 1.3.14, HMSO, London.
Hopkins, J. S., and Whyte, K. W. (1975). “Extreme temperatures over the United Kingdom for design purposes.” Meteorol. Mag., 104(1233), 94–102.
Itasca Consulting Group, Inc. (2005). FLAC command and FISH reference summary [Computer software], 3rd Ed., (FLAC Version 5.0), April 2005, Itasca Consulting Group, Inc., Minneapolis.
Jardine, R. J., Potts, D. M., Fourie, A. B., and Burland, J. B. (1986). “Studies of the influence of non-linear stress-strain characteristics in soil-structure interaction.” Géotechnique, 36(3), 377–396.
Jardine, R. J., Potts, D. M., St. John, H. D., and Hight, D. W. (1991). “Some practical applications of a non-linear ground model.” 10th European Conf. in Soil Mechanics and Foundation Engineering, A. A. Balkema, Rotterdam, Netherlands, 223–228.
Karoumi, R., Wiberg, J., and Liljencrantz, A. (2005). “Monitoring traffic loads and dynamic effects using an instrumented railway bridge.” Eng. Struct., 27, 1813–1819.
Lambe, T. W., and Marr, W. A. (1979). “Stress path method: Second edition.” J. Geotech. Engrg. Div., 105(6), 727–738.
Lindsell, P., Clayton, C. R. I., Xu, M., and Hewson, N. (2008). “Substructures.” ICE manual of bridge engineering, 2nd Ed., Institution of Civil Engineers, Thomas Telford, London, 165–184.
Ng, C. W. W., Springman, S. M., and Norrish, A. R. M. (1998). “Centrifuge modeling of spread-base integral abutments.” J. Geotech. Geoenviron. Eng., 124(5), 376–388.
Powrie, W., Pantelidou, H., and Stallebrass, S. E. (1998). “Soil stiffness in stress paths relevant to diaphragm walls in clay.” Géotechnique, 48(4), 483–494.
Skinner, A. (1969). “A note on the influence of interparticle friction on the shearing strength of a random assembly of spherical particles.” Géotechnique, 19(1), 150–157.
Springman, S. M., Norrish, A., and Ng, C. W. W. (1996). “Cyclic loading of sand behind integral bridge abutments.” TRL Rep. 146 Transport Research Laboratory, Crowthorne, Berkshire, UK.
Tapper, L., and Lehane, B. M. (2004). “Lateral stress development on integral bridge abutments.” Proc., Eighteenth Australasian Conf. on Mechanics of Structures and Materials, Taylor and Francis, London.
Tatsuoka, F. et al. (2009). “A new type of integral bridge comprising geosynthetic-reinforced soil walls.” Geosynth. Int., 16(4), 301–326.
Wallbank, J. (1989). The performance of concrete in bridges: A survey of 200 highway bridges, HMSO, London.
Xu, M. (2005). “The behaviour of soil behind full-height integral abutments.” Ph.D. thesis, Univ. of Southampton, Southampton, UK.
Xu, M., Bloodworth, A., and Clayton, C. R. I. (2007a). “Behavior of a stiff clay behind embedded integral abutments.” J. Geotech. Geoenviron. Eng., 133(6), 721–730.
Xu, M., Clayton, C. R. I., and Bloodworth, A. (2007b). “The earth pressure behind full-height frame integral abutments supporting granular backfill.” Can. Geotech. J., 44(3), 284–298.

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Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 17Issue 2March 2012
Pages: 371 - 381

History

Received: Nov 2, 2010
Accepted: Apr 21, 2011
Published online: Apr 25, 2011
Published in print: Mar 1, 2012

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Authors

Affiliations

Alan G. Bloodworth [email protected]
Lecturer, School of Civil Engineering and the Environment, Univ. of Southampton, Southampton, SO17 1BJ, England. E-mail: [email protected]
Associate Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author). E-mail: [email protected]
James R. Banks [email protected]
Engineer, Mott MacDonald, Croydon, CR0 2EE, England. E-mail: [email protected]
Chris R. I. Clayton [email protected]
Professor, School of Civil Engineering and the Environment, Univ. of Southampton, Southampton SO17 1BJ, England. E-mail: [email protected]

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