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Page 114
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
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Page 114
Page 115
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2004. Pier and Contraction Scour in Cohesive Soils. Washington, DC: The National Academies Press. doi: 10.17226/13774.
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Page 115

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114 REFERENCES ASTM D1587, American Society for Testing and Materials, Philadelphia, USA. Benjamin, J.R., and Cornell, C., A., “Probability, Statistics, and Decisions for Civil Engineers”, 1970, McGraw-Hill, New York, USA. Bras, R. L., and Rodriguez-Iturbe, I., “Random Functions and Hydrology”, 1986. Dover. Briaud, J.-L., Ting, F., Chen, H.-C., Gudavalli, R., Kwak, K., Philo- gene, B., Han, S.-W., Perugu, S., Wei, G.S., Nurtjahyo, P., Cao, Y.W., Li, Y., “SRICOS: Prediction of Scour Rate at Bridge Piers, TTI Report no. 2937-1 to the Texas DOT, 1999, Texas A&M University, College Station, Texas, USA. Briaud, J.-L., Ting, F., Chen, H.C., Gudavalli, S.R., Perugu, S., and Wei, G., “SRICOS: Prediction of Scour Rate in Cohesive Soils at Bridge Piers”, ASCE Journal of Geotechnical Engineering, Vol. 125, 1999, pp. 237–246. Briaud, J.-L., Ting, F., Chen, H.C., Cao, Y., Han, S.-W., Kwak, K., “Erosion Function Apparatus for Scour Rate Predictions”. 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J., “Effect of Pier Spacing on Scour around Bridge Piers”, Journal of Hydraulic Engineering, Vol. 111, No. 7, July 1985, pp. 1105–1109 Ettema, R. “Scour at Bridge Piers,” Report No. 216, 1980, Depart- ment of Civil Engineering, University of Auckland. Flaxman, E. M., “Channel Stability in Undisturbed Cohesive Soils” Journal of the Hydraulic Division, Proceedings of the ASCE, Vol. 89, No. HY2, Proceeding Paper 3462, March 1963, pp. 87–96. Froehlich, D. C., “Analysis of Onsite Measurements of Scour at Piers”, Proceedings ASCE National Hydraulic Engineering Con- ference, 1988, Colorado Spring, Colorado. Gill, M. A, “Bed Erosion in Rectangular Long Contraction,” Journal of Hydraulic Division, ASCE, Vol. 107, No. 3, 1981, pp. 273–284. Gudavalli, S. R., “Prediction Model for Scour Rate Around Bridge Piers in Cohesive Soils on the Basis of Flume Tests”, 1997, PhD Dissertation, Civil Engineering, Texas A&M University, USA. 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S., “Shear Stress at Base of Bridge Pier” Bridge and Hydrology Research, Transportation Research Board No 1350, 1992, pp. 14–18.

Kwak, K., Briaud, J.-L., Chen, H.-C., 2001, “SRICOS: Computer Program for Bridge Pier Scour”, Proceedings of the 15th Inter- national Conference on Soil Mechanics and Geotechnical Engi- neering, Vol. 3, pp. 2235–2238, A.A. Balkema Publishers, Rot- terdam, The Netherlands. Kwak, K., Briaud, J.-L., Cao, Y., Chung M.-K., Hunt, B., and Davis, S., “Pier Scour at Woodrow Wilson Bridge and SRICOS Method”, 2002, First International Conference on Scour of Foun- dations, Texas A&M University, Chen-Briaud (editors), College Station, Texas, USA. Laursen, E. M., “Scour at Bridge Crossings,” Journal of Hydraulic Division, ASCE, Vol. 86, No. HY2, May 1960, pp.93–118. Laursen, E. M., “An Analysis of Relief Bridge Scour,” Journal of Hydraulic Division, ASCE, Vol. 89, No. HY3, 1963. Lim, S.-Y. and Cheng, N.-S. “Scouring in Long Contractions”, Journal of Irrigation and Drainage Engineering, Vol. 124, No. 5, Sep–Oct 1998, pp. 258–261, Reston, VA. Melville, B. W., “Pier and Abutment Scour: Integrated Approach,” Journal Hydraulic Division, ASCE, Vol. 123, No. 2, 1997, pp. 125–136. Melville, B. W. and Coleman, S.E., Bridge Scour, 1999, Water Resources Publications, LLC, pp. 173–186. Molinas, A., Jones, S., and Hosny, M. “ Effect of Cohesive Mate- rial Properties on Local Scour Around Piers”, Transportation Research Board, 78th Annual Meeting, January 10–14, 1999, Washington, D. C. Montanari, A., Rosso, R., Taqqu, M.S., 1997. “Fractionally Differ- enced ARIMA Models Applied to Hydrologic Time Series: Identification, Estimation and Simulation”, Water Resour. Res., Vol. 33, No. 4, pp. 1035–1044, American Geophysical Union, Washington, D.C., USA. Montanari, A., Rosso, R., Taqqu, M.S., 2000. “A Seasonal Frac- tional ARIMA Model Applied to the Nile River Monthly Flows at Aswan”, Water Resour. Res., Vol. 36, No. 5, pp. 1249–1259, American Geophysical Union, Washington, D.C., USA. Moody, L.F., “Friction Factors for Pipe Flow”, Transactions of the American Society of Civil Engineers, 1944, Vol. 66, Reston, Vir- ginia, USA. Muller D.S. and Landers M., “Channel Scour at Bridges in the United States”, FHWA-RD-95-184, 1996, Federal Highway Administration, VA, USA Munson, B. R., Young, D. F., and Okiishi, T. H., Fundamentals of Fluid Mechanics, 1990, Wiley, New York. 115 Neill, C. R., Guide to Bridge Hydraulic, 1973, Roads and Transporta- tion Association of Canada, University of Toronto Press. Nurtjahyo, P. Y., “ Numerical Simulation of Pier Scour and Con- traction Scour,” Ph.D. Dissertation, 2002, Department of Civil Engineering, Ocean Engineering Program, Texas A&M Univer- sity, College Station, Texas. Olsen, N. R. B. and Melaaen, M. C. “Three-Dimensional Calcula- tion of Scour Around Cylinder”, Journal of Hydraulic Engineer- ing, Vol. 119, No. 9, 1993, pp. 1048–1054. Raudkivi A.J., (1991), “Scour at bridge piers,” Chapter 5; H. Breud- sers and A.J. Raudkivi (ED.) IAHR, Hydraulic Structures Design Manual No 2; A.A Balkema, Rotterdam, NL. Richardson, E. V. and Davis, S. M. “Evaluating Scour at Bridges”, Publication No. FHWA-IP-90-017, HEC No.18, 1995, US Department of Transportation, Washington, D. C. Roulund, A., Sumer, B. M., Fredsoe, J., and Michelsen, J., “3D Mathematical Modeling of Scour Around a Circular Pile”, ISRS 98, December 16–18, 1998, Hong Kong. Salim M., Jones J. S., “Scour Around Exposed Pile Foundations”, ASCE Compendium of Conference Scour Papers (1991 to 1998), 1998, pp. 104–119, Reston, VA. Shields, A., “Application of similarity principles, and turbulence research to bed-load movement,” 1936, California Institute of Technology, Pasadena (translated from German). Smith, C. D., “Simplified Design for Flume Inlets,” Journal of Hydraulic Division, ASCE, Vol. 93, No. 6, 1967, pp. 25–34. Straub, L. G., “Effect of Channel Contraction Works upon Regime of Movable Bed Streams,” Trans. Am. Geophysical Union, Part II, 1934, pp. 454–463. Vanoni, V. A., “Sedimentation Engineering”, ASCE-Manuals and Reports on Engineering Practice no. 54, 1975, prepared by the ASCE task committee. Van Rijn, L. C. and Meijer, K., “Three-dimensional modeling of sus- pended sediment transport for current and waves”, Report No. Q250/Q432/H461, 1986, Delft Hydraulic, Delft, Netherlands. Wei, G., Chen, H. C., Ting, F., Briaud, J.-L, Gudavalli, S. R., and Perugu, S., “Numerical Simulation to Study Scour Rate in Cohe- sive Soils” Research report to the Texas Department Transporta- tion, 1997, Department of Civil Engineering, Texas A&M Uni- versity, College Station, TX. Young D.F., Munson B.R., Okiishi T.H., A Brief Introduction to Fluid Mechanics, 1997, John Wiley & Sons, New York, NY, USA.

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 516: Pier and Contraction Scour in Cohesive Soils examines methods for predicting the extent of complex pier and contraction scour in cohesive soils.

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