Closure to “Erosion in Relation to Filter Design Criteria in Earth Dams” by K. Arulanandan and Edward B. Perry (May, 1983)
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 110, Issue 7
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References
1.
Arulanandan, K., Gillogley, E., and Tully, R., “Development of a Quantitative Method to Predict Critical Shear Stress and Rate of Erosion of Natural Undisturbed Cohesive Soils,” Technical Report GL‐80‐5, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., July, 1980.
2.
Kandiah, A., and Arulanandan, K., “Hydraulic Erosion of Cohesive Soils,” Soil Properties, TRD Record 497, 1974, pp. 60–68.
3.
Sherard, J. L., Dunnigan, L. P., and Talbot, J. R., “Filters for Silts and Clays,” Journal of Geotechnical Engineering, ASCE, Vol. 110, No. 6, Paper 18934, June, 1984, pp. 701–718.
4.
Sherman, W. C., and Johnson, L. D., and Horz, R. C., “Filter Tests on Embankment Materials, Gathright Lake Project, Virginia,” U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., Nov., 1977.
5.
Johnson, L. D., Horz, R. C., and Sherman, W. C., “Filter Tests on Embankment Materials, Richard B. Russel Project, Savannah River, Georgia and South Carolina,” U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., Aug., 1978.
6.
Johnson, L. D., “Filter Tests on Embankment Materials, Warm Springs Dam, California,” U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., Dec., 1979.
7.
Arulanandan, K., “Relationship Between Type and Amount of Fines in Filter Material Required for Vaughn's Perfect Filter, Crack Susceptibility of Filter, and Erodibility of Core Material,” Univ. of California, at Davis, Calif., Jan., 1981.
8.
Sanchez, R. L., Strutynsky, A. I., and Silver, M. L., “Evaluation of the Erosion Potential of Embankment Core Materials Using the Laboratory Triaxial Erosion Test Procedure,” Technical Report GL‐83‐4, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Miss., Apr., 1983.
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Copyright © 1984 ASCE.
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Published online: Jul 1, 1984
Published in print: Jul 1984
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