Technical Papers
Jun 25, 2013

Statistical, Risk, and Reliability Analyses of Bridge Scour

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 2

Abstract

Bridge scour is the loss of soil by erosion because of water flowing around bridge supports. Scour has been the number one cause of bridge failure in the United States with an average annual rate of 22 bridges collapsing or being closed owing to severe deformation. This paper addresses three topics related to bridge scour. First, a set of databases was used to quantify the statistical parameters associated with the scatter between the predicted and measured pier scour depth, as well as the probability that a deterministically predicted pier scour depth will be exceeded. These databases also were used to provide the bias factors in current predictions. Secondly, these statistical parameters were used to develop a reliability-based load and resistance factor design for shallow and deep foundations subjected to scour. The goal was to provide a design procedure where the reliability of the foundation is the same with or without scour. Reliability only addresses the probability of success and, therefore, of failure. Finally, the discussion was broadened by using the concept of risk defined as the probability of failure times the value of the consequences. In this third part, the risk associated with bridge scour was quantified and compared to risks associated with other engineering structures. Target values of acceptable risk were recommended as part of the conclusions.

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Acknowledgments

This research work was funded by the funds of the Spencer J. Buchanan Chair at Texas A&M University. The authors also thank Dr. Vahid Bisadi at Texas A&M University, Winchell Auyeung and Mike Sullivan at the New York DOT, and Dr. Andrzej Nowak at the University of Nebraska, Lincoln, for their help and contributions to this work.

References

AASHTO. (2007). AASHTO LRFD bridge design specifications, 4th Ed., Washington, DC.
American Cancer Society. (2011). “Cancer facts & figures.” 〈http://www.cancer.org/Research/CancerFactsFigures/CancerFactsFigures/cancer-facts-figures-2011〉 (Jul. 11, 2011).
Arneson, L. A., Zevenbergen, L. W., Lagasse, P. F., and Clopper, P. E. (2012). “Evaluating scour at bridges.” Hydr. Eng. Circular No. 18: FHWA-HIF-12-003, U.S. DOT, Washington, DC.
Baecher, G. B., and Christian, J. T. (2003). Reliability and statistics in geotechnical engineering, Wiley, New York.
Bolduc, L. C., Gardoni, P., and Briaud, J.-L. (2008) “Probability of exceedance estimates for scour depth around bridge piers.” J. Geotech. Geoenviron. Eng., 175–184.
Briaud, J.-L. (2006). “Bridge scour.” Geotechnical News, 24(3).
Briaud, J.-L. (2008). “Case histories in soil and rock erosion: Woodrow Wilson Bridge, Brazos River meander, Normandy Cliffs, and New Orleans levees.” J. Geotech. Geoenviron. Eng., 1425–1447.
Briaud, J.-L., et al. (2011). “The SRICOS-EFA Method.” Summary Rep., Texas A&M Univ., College Station, TX. 〈https://ceprofs.civil.tamu.edu/briaud/SRICOS-EFA/Summary%20of%20SRICOS-EFA%20Method.pdf〉.
Briaud, J.-L., Brandimarte, L., Wang, J., and D’Odorico, P. (2007). “Probability of scour depth exceedance due to hydrologic uncertainty.” Georisk: Assess. Manage. Risk Eng. Syst. Geohazards, 1(2), 77–88.
California DOT. (2011). “Construction statistics.” 〈http://www.dot.ca.gov/hq/esc/estimates/Construction_Stats_2011.pdf〉 (May 1, 2012).
Car Accidents.com (2005). “Car accident statistics.” 〈http://www.car-accidents.com/pages/stats.html〉 (May 1, 2012).
Federal Highway Administration (FHWA). (2011). “National bridge inventory.” 〈http://www.fhwa.dot.gov/bridge/nbi.cfm〉 (Jul. 11, 2011).
Federal Highway Administration (FHWA) and Florida DOT. (2009). “Procedural manual: Reclassify unknown foundation bridges.” 〈http://www.dot.state.fl.us/statemaintenanceoffice/Final%20UF%20Procedure%20Manual%20%2811-20-09%29.pdf〉 (May 1, 2012).
Federal Highway Administration (FHWA) and Florida DOT. (2010). “Unknown foundation bridges pilot study.” 〈http://www.dot.state.fl.us/statemaintenanceoffice/Final%20UF%20Study%20Report%20%282-26-10%29.pdf〉 (May 1, 2012).
FERUM 3.0 [Computer software]. Berkeley, CA, Univ. of California.
Froehlich, D. C. (1988). “Analysis of onsite measurement of scour at piers.” Proc., ASCE Nat. Hydraulic Eng. Conf., ASCE, New York, 534–539.
Gardoni, P., Der Kiureghian, A., and Mosalam, K. M. (2002). “Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations.” J. Eng. Mech., 1024–1038.
Gudavalli, S. R. (1997). “Prediction model for scour rate around bridge piers in cohesive soils on the basis of flume tests.” Ph.D. dissertation, Texas A&M Univ., College Station, TX.
Haldar, A., and Mahadevan, S. (2000). Probability, reliability, and statistical methods in engineering design, Wiley, Hoboken, NJ.
Johnson, P. (1992). “Reliability-based pier scour engineering.” J. Hydraul. Eng., 1344–1358.
Johnson, P., and Dock, D. (1998). “Probabilistic bridge scour estimates.” J. Hydraul. Eng., 750–754.
Landers, M. N., and Mueller, D. S. (1996). “Channel scour at bridges in the United States.” Rep. FHWA-RD-95-184, Federal Highway Administration (FHWA), Washington, DC.
Li, Y. (2002). “Bridge pier scour and contraction scour in cohesive soils on the basis of flume tests.” Ph.D. dissertation, Texas A&M Univ., College Station, TX.
National Highway Traffic Safety Administration (NHTSA). (2012). “Fatal car accident statistics.” 〈http://www.car-accidents.com/pages/fatal-accident-statistics.html〉 (May 1, 2012).
Nowak, A. (1999). “Calibration of LRFD bridge design code.” NCHRP Rep. 368, Transportation Research Board, Washington, DC.
Oh, S. J. (2009). “Experimental study of bridge scour in cohesive soil.” Ph.D. dissertation, Texas A&M Univ., College Station, TX.
Orr, T. L. L, and Breysse, D. (2008). “Eurocode 7 and reliability-based design.” Reliability-based design in geotechnical engineering: Computations and applications, K. K. Phoon, ed., Taylor & Francis, New York, 298–343.
Paikowsky, S. G. (2004). “Load and resistance factor design (LRFD) for deep foundations.” NCHRP Rep. 507, Transportation Research Board, Washington, DC.
Pearson, D., Stein, S., and Jones, J. S. (2002). HYRISK methodology and user guide, Federal Highway Administration (FHWA), Washington, DC.
Stein, S., and Sedmera, K. (2006). “Risk-based management guidelines for scour at bridges with unknown foundations.” NCHRP Web-only document 107: Contractor’s final report for NCHRP project 24-25, 〈http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_w107.pdf〉.
Sullivan, M. (2005). “NYSDOT national bridge failure database.” Structures Division of the New York State DOT, New York.
U.S. Census Bureau (2011). “Population in the U.S.” 〈http://www.google.com/publicdata/explore?ds=kf7tgg1uo9ude_&met_y=population&hl=en&dl=en&idim=country:US〉 (Jul. 11, 2011).
Yao, C. (2013). “LRFD calibration of bridge foundations subjected to scour and risk analysis.” Ph.D. dissertation, Texas A&M Univ., College Station, TX.
Zhang, L. (2008). “Reliability verification using pile load tests.” Reliability-based design in geotechnical engineering: Computations and applications, K. K. Phoon, ed., Taylor & Francis, New York, 385–412.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 140Issue 2February 2014

History

Received: Jul 11, 2012
Accepted: Jun 23, 2013
Published online: Jun 25, 2013
Published in print: Feb 1, 2014
Discussion open until: Apr 19, 2014

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Authors

Affiliations

Jean-Louis Briaud, F.ASCE [email protected]
Professor and Holder of the Buchanan Chair, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843. E-mail: [email protected]
Paolo Gardoni, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801. E-mail: [email protected]
Congpu Yao, A.M.ASCE [email protected]
Ph.D. Candidate, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843 (corresponding author). E-mail: [email protected]

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