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Page 325
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2019. Relationship Between Erodibility and Properties of Soils. Washington, DC: The National Academies Press. doi: 10.17226/25470.
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Page 325
Page 326
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2019. Relationship Between Erodibility and Properties of Soils. Washington, DC: The National Academies Press. doi: 10.17226/25470.
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Page 326

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325 Benedict, S. T., Deshpande, N., Aziz, N. M., and Conrads, P. A. 2006. Trends of Abutment-Scour Prediction Equations Applied to 144 Field Sites in South Carolina. U.S. Geological Survey Open-File Report 2003-295. https://pubs.er.usgs.gov/publication/ofr2003295. Briaud, J. L. 2015. Scour Depth at Bridges: Method Including Soil Properties. I: Maximum Scour Depth Prediction. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 141, No. 2. Briaud, J. L., Chen, H. C., Li, Y., Nurtjahyo, P., and Wang, J. 2005. SRCIOS-EFA Method for Contraction Scour in Fine-Grained Soils. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 10. Briaud, J. L., Gardoni, P., and Yao, C. 2014. Statistical, Risk, and Reliability Analyses of Bridge Scour. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 140, No. 2. Chapuis, R. P. 1986. Quantitative Measurement of the Scour Resistance of Natural Solid Clays. Canadian Geotechnical Journal, Vol. 23, No. 2, pp. 132–141. Chapuis, R. P. 1986. Use of Rotational Erosion Device on Cohesive Soils. Transportation Research Record: Journal of the Transportation Research Board, No. 1089, pp. 23–28. Decker, R. S., and Dunnigan, L. P. 1977. Development and use of the Soil Conservation Service Dispersion Test. In Dispersive Clays, Related Piping, and Erosion in Geotechnical Projects, ASTM STP 623 (J. L. Sherard and R. S. Decker, eds.), American Society for Testing and Materials, West Conshohocken, Pa., pp. 94–109. Grishanin, K.V. 1969. Dynamics of River Flows (in Russian). Gidrometeoizdat, Leningrad. Hanson, G. J., Robinson, K. M., and Temple, D. M. 1990. Hydraulic Engineering: In Proceedings of the 1990 National Conference. American Society of Civil Engineers, New York, pp. 525–530. Hanson, G. J., Simon, A., and Cook, K. R. 2002. Non-Vertical Jet Testing of Cohesive Streambank Materials. Joint ASAE Annual International Meeting/CIGR XVth World Congress. Paper No. 022119. Lomtadze V. D. 1977. Engineering Geology. Engineering Geodynamics (in Russian). Nedra, Moscow. Reddi, L. N., Lee, I., and Bonala, M. V. S. 2000. Comparison of Internal and Surface Erosion Using Flow Pump Test on a Sand–Kaolinite Mixture. Geotechnical Testing Journal, Vol. 23, pp. 116–122. Sanchez, R. L., Strutynsky, A. I., and Silver, M. L. 1983. Evaluation of the Erosion Potential of Embankment Core Materials Using the Laboratory Triaxial Erosion Test Procedure. Technical Report GL-83-4. Geotechnical Laboratory, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss. Sheppard, D. M., Odeh, M., and Glasser, T. 2004. Large Scale Clear-Water Local Pier Scour Experiments. Journal of Hydraulic Engineering, Vol. 130, No. 10. Sherard, J. L. 1984. Discussions and closure on “Erosion in Relation to Filter Design Criteria in Earth Dams” by K. Arulanandan and E. B. Perry. Journal of the Geotechnical Engineering, Vol. 110, No. 7, pp. 996–1005. Sherard, J. L. 1985. Hydraulic Fracturing in Embankment Dams. In Seepage and Leakage from Dams and Impoundments: Proceedings of a Symposium (R. L. Volpe and W. E. Kelly, eds.), ASCE, New York, pp. 115–141. Sherard, J. L., and Dunnigan, L. P. 1989. Critical Filters for Impervious Soils. Journal of Geotechnical Engineering, Vol. 115, No. 7, pp. 927–947. Sherard, J. L., Decker, R. S., and Ryker, N. L. 1972. Piping in Earth Dams of Dispersive Clay. In Conference on Performance of Earth and Earth-Supported Structures, ASCE, New York, Vol. 1, No. 1, pp. 589–626. Sherard, J. L., Dunnigan, L. P., Decker, R. S. and Steele, E. F. 1976. Pinhole Test for Identifying Dispersive Soils. Journal of the Geotechnical Engineering Division, Vol. 102, pp. 69–85. Sherard, J. L., Dunnigan, L. P., and Talbot, J. R. 1984. Filters for Silts and Clays. Journal of the Geotechnical Engineering Division, Vol. 110, No. 6, pp. 684–699. Sherard, J. L. 1973. Embankment Dam Cracking. In Embankment Dam Engineering (R. C. Hirschfeld and S. J. Poulos, eds.), John Wiley and Sons, New York. Shidlovskaya, A. V., Briaud, J.-L., Chedid, M., and Keshavarz M. 2016. Erodibility of Soil Above the Groundwater Level: Some Test Results. In Proceedings of the 3rd European Conference on Unsaturated Soils, Paris. Bibliography

326 Relationship Between Erodibility and Properties of Soils Skempton, A. W. 1953. The Colloidal “Activity” of Clays. In Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Engineering. ICOSOMEF, Zurich, Switzerland, Vol. 1, pp. 57–61. SPSS Inc. 2014. IBM SPSS Statistics 23 Core System User’s Guide. Chicago, Ill. Terzaghi, K., and Peck, R. B. 1967. Soil Mechanics in Engineering Practice. 2nd ed. John Wiley and Sons, New York. Trofimov, V. T. 2011. Engineering Geology of Russia, Vol. 2. (in Russian). KDU, Moscow. United States Society on Dams. 2011. 21st Century Dam Design—Advances and Adaptations. 31st Annual USSD Conference, San Diego, Calif., pp. 1023–1032. Utley, B., and Wynn, T. 2008. Cohesive Soil Erosion: Theory and Practice. World Environmental and Water Resources Congress. Wahl, T. L. 2010. A Comparison of the Hole Erosion Test and Jet Erosion Test. Joint Federal Interagency Conference on Sedimentation and Hydrologic Modeling, Las Vegas, Nev. Wahl, T. L. 2014. Measuring Erodibility of Gravelly Fine-Grained Soils. Hydraulic Laboratory Report HL-2014-05. Bureau of Reclamation, U.S. Department of the Interior, Denver, Colo. Wahl, T. L., and Erdogan, Z. 2008. Erosion Indices of Soils Used in ARS Piping Breach Tests. Hydraulic Laboratory Report HL-2008-04. Bureau of Reclamation, U.S. Department of the Interior, Denver, Colo. Wan, C. F., and Fell, R. 2004a. Investigation of Rate of Erosion of Soils in Embankment Dams. Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 4, pp. 373–380. Wan, C. F., and Fell, R. 2004b. Laboratory Tests on the Rate of Piping Erosion of Soils in Embankment Dams. Geotechnical Testing Journal, Vol. 27, No. 3, pp. 295–303. Zimon, A. D. 1976. Adhesion of Dust and Powder. Moscow. Zvonkov, V. V. 1962. Water and Wind Erosion (in Russian). Isd. Akad. Nauk SSSR, Moscow.

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Relationship Between Erodibility and Properties of Soils Get This Book
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Analysis of the erodibility of geomaterials is important for the study of problems related to soil erosion such as bridge scour, embankment overtopping erosion, and stream stability. Erodibility is the relationship between the soil erosion rate and fluid velocity or hydraulic shear stress. Since different soils have different geotechnical properties, their erosion rates vary.

The TRB National Cooperative Highway Research Program's NCHRP Research Report 915: Relationship Between Erodibility and Properties of Soils provides reliable and simple equations quantifying the erodibility of soils on the basis of soil properties.

The report presents a detailed analysis of the issue. In addition, the project that developed the report also produced a searchable spreadsheet that uses statistical techniques to relate geotechnical properties to soil erodibility. The spreadsheet, NCHRP Erosion, includes a searchable database that includes compiled erosion data from the literature review and a plethora of erosion tests. It contains equations that may be used to estimate the erosion resistance of soil and determine whether erosion tests are needed.

The following appendices to NCHRP Report 915 were published online in a single Appendices Report:

Appendix 1 – Erosion Test Results Spreadsheets

Appendix 2 – Geotechnical Properties Spreadsheets

Appendix 3 – First and Second Order Statistical Analysis Results

Appendix 4 – Deterministic Frequentist Regression Analysis

Appendix 5 – Probabilistic Calibration Results

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